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While doing micro-modelling of Brick masonry in ABAQUS, I am using Dynamic Explicit step for the analysis. What will the best option for the time period while using the same?
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In Dynamic Explicit analysis, the time step should be small enough to capture the high-frequency response of the structure accurately while maintaining computational efficiency. However, choosing an excessively small time step can lead to longer simulation times without significant improvement in accuracy.
The best approach is to conduct a time step sensitivity analysis, starting with a larger time step and gradually decreasing it until the results stabilize. This process helps find the optimal balance between accuracy and computational efficiency.
Remember to also consider the material properties, boundary conditions, and loading characteristics of your model, as they can influence the appropriate choice of time step.
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Hello everyone, I have some question to discuss with you, looking forward your help!
1, As we can use phase modelling method to estimate the melt vol% of a rock by its bulk composition, can we use the estimated result to link the real sample' melt content?
2, Do you have any methods to estimate the melt vol% in the migmatite through petrographic observation, hand sample or even the field observation?
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Please have a look to this paper and to the supplementary material.
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Hello everyone. Please tell me how to make sure that when the curvature changes, the length of the segment remains constant? I'm modeling a patch antenna that I wrap around a cylinder. The antenna length (285 mm) is correct if there is no bend, but the dimensions change when bending (360 mm).
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Vladimir Burtsev , решил проблему с помощью Вашего предложения с Bending. Ранее я задавал параметр изгиба как аналитическую кривую, которая создавалась через формулу А*t*t. Видимо, данный способ описания искривления не подходит. Спасибо.
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If you are interested in learning system modelling and how it is an important tool for tackling environmental challenges you can join my course here:
last day for registration April 15, 2024.
Regards
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Please i didn't see this on time. I wish to join please.
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Can we stop global climate change? Does human scientific power reach the world's climate change? How do researchers respond?
As you know, humans are very intelligent and can predict the future climate of the world with hydrology, climatology and paleontology. But don't countries, especially industrialized countries, that produce the most harmful gases in the earth's atmosphere and think about the future of the earth's atmosphere? Do they listen to the research of climatologists? What would have to happen to force them to listen to climate scientists?
Miloud Chakit added a reply
Climate change is an important and complex global challenge, and scientific theories about it are based on extensive research and evidence. The future path of the world depends on various factors including human actions, political decisions and international cooperation.
Efforts to mitigate and adapt to climate change continue. While complete reversal may be challenging, important steps can be taken to slow progression and lessen its effects. This requires global cooperation, sustainable practices and the development and implementation of clean energy technologies.
Human scientific abilities play an important role, but dealing with climate change also requires social, economic and political changes. The goal is to limit global warming and its associated impacts, and collective action at the local, national, and international levels is essential for a more sustainable future.
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Osama Bahnas added a reply
It is impossible to stop global climate change. The human scientific power can not reach the world's climate change.
Borys Kapochkin added a reply
Mathematical models of increasing planetary temperature as a function of the argument - anthropogenic influence - are erroneous.
Alastair Bain McDonald added a reply
We could stop climate change but we won't! We have the scientific knowldge but not the political will. One could blame Russia and China from refusing to cooperate but half the population of the USA (Republicans) deny climate change is a problem and prefer their profligate life styles reply:
All climate change has been loaded on the CO2 responsible for the greenhouse effect. Therefore, there must be scientific experiments from several independent scientific institutes worldwide to find out what the greenhouse impact is on various CO2 concentrations. Then, there must be a conference from a reliable, professional organization with the participation of all independent scientific institutions to establish standards on CO2 concentrations and propose political actions accordingly.
The second action that can be done is to plant as many trees and plants as possible to breathe the CO2 and free the oxygen. Stop any deforestation and plant trees immediately in any bunt areas.
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Effect of Injecting Hydrogen Peroxide into Heavy Clay Loam Soil on Plant Water Status, NET CO2 Assimilation, Biomass, and Vascular Anatomy of Avocado Trees
In Chile, avocado (Persea americana Mill.) orchards are often located in poorly drained, low-oxygen soils, situation which limits fruit production and quality. The objective of this study was to evaluate the effect of injecting soil with hydrogen peroxide (H2O2) as a source of molecular oxygen, on plant water status, net CO2 assimilation, biomass and anatomy of avocado trees set in clay loam soil with water content maintained at field capacity. Three-year-old ‘Hass’ avocado trees were planted outdoors in containers filled with heavy loam clay soil with moisture content sustained at field capacity. Plants were divided into two treatments, (a) H2O2 injected into the soil through subsurface drip irrigation and (b) soil with no H2O2 added (control). Stem and root vascular anatomical characteristics were determined for plants in each treatment in addition to physical soil characteristics, net CO2 assimilation (A), transpiration (T), stomatal conductance (gs), stem water potential (SWP), shoot and root biomass, water use efficiency (plant biomass per water applied [WUEb]). Injecting H2O2 into the soil significantly increased the biomass of the aerial portions of the plant and WUEb, but had no significant effect on measured A, T, gs, or SWP. Xylem vessel diameter and xylem/phloem ratio tended to be greater for trees in soil injected with H2O2 than for controls. The increased biomass of the aerial portions of plants in treated soil indicates that injecting H2O2 into heavy loam clay soils may be a useful management tool in poorly aerated soil.
Shade trees reduce building energy use and CO2 emissions from power plants
Urban shade trees offer significant benefits in reducing building air-conditioning demand and improving urban air quality by reducing smog. The savings associated with these benefits vary by climate region and can be up to $200 per tree. The cost of planting trees and maintaining them can vary from $10 to $500 per tree. Tree-planting programs can be designed to have lower costs so that they offer potential savings to communities that plant trees. Our calculations suggest that urban trees play a major role in sequestering CO2 and thereby delay global warming. We estimate that a tree planted in Los Angeles avoids the combustion of 18 kg of carbon annually, even though it sequesters only 4.5-11 kg (as it would if growing in a forest). In this sense, one shade tree in Los Angeles is equivalent to three to five forest trees. In a recent analysis for Baton Rouge, Sacramento, and Salt Lake City, we estimated that planting an average of four shade trees per house (each with a top view cross section of 50 m2) would lead to an annual reduction in carbon emissions from power plants of 16,000, 41,000, and 9000 t, respectively (the per-tree reduction in carbon emissions is about 10-11 kg per year). These reductions only account for the direct reduction in the net cooling- and heating-energy use of buildings. Once the impact of the community cooling is included, these savings are increased by at least 25%.
Can Moisture-Indicating Understory Plants Be Used to Predict Survivorship of Large Lodgepole Pine Trees During Severe Outbreaks of Mountain Pine Beetle?
Why do some mature lodgepole pines survive mountain pine beetle outbreaks while most are killed? Here we test the hypothesis that mature trees growing in sites with vascular plant indicators of high relative soil moisture are more likely to survive mountain pine beetle outbreaks than mature trees associated with indicators of lower relative soil moisture. Working in the Clearwater Valley of south central British Columbia, we inventoried understory plants growing near large-diameter and small-diameter survivors and nonsurvivors of a mountain pine beetle outbreak in the mid-2000s. When key understory species were ranked according to their accepted soil moisture indicator value, a significant positive correlation was found between survivorship in large-diameter pine and inferred relative high soil moisture status—a finding consistent with the well-documented importance of soil moisture in the mobilization of defense compounds in lodgepole pine. We suggest that indicators of soil moisture may be useful in predicting the survival of large pine trees in future pine beetle outbreaks. Study Implications: A recent outbreak of the mountain pine beetle resulted in unprecedented levels of lodgepole pine mortality across southern inland British Columbia. Here, we use moisture-dependent understory plants to show that large lodgepole pine trees growing in sites with high relative moisture are more likely than similar trees in drier sites to survive severe outbreaks of mountain pine beetle—a finding that may be related to a superior ability to mobilize chemical defense compounds compared with drought-stressed trees.
Can Functional Traits Explain Plant Coexistence? A Case Study with Tropical Lianas and Trees
Organisms are adapted to their environment through a suite of anatomical, morphological, and physiological traits. These functional traits are commonly thought to determine an organism’s tolerance to environmental conditions. However, the differences in functional traits among co-occurring species, and whether trait differences mediate competition and coexistence is still poorly understood. Here we review studies comparing functional traits in two co-occurring tropical woody plant guilds, lianas and trees, to understand whether competing plant guilds differ in functional traits and how these differences may help to explain tropical woody plant coexistence. We examined 36 separate studies that compared a total of 140 different functional traits of co-occurring lianas and trees. We conducted a meta-analysis for ten of these functional traits, those that were present in at least five studies. We found that the mean trait value between lianas and trees differed significantly in four of the ten functional traits. Lianas differed from trees mainly in functional traits related to a faster resource acquisition life history strategy. However, the lack of difference in the remaining six functional traits indicates that lianas are not restricted to the fast end of the plant life–history continuum. Differences in functional traits between lianas and trees suggest these plant guilds may coexist in tropical forests by specializing in different life–history strategies, but there is still a significant overlap in the life–history strategies between these two competing guilds.
The use of operator action event trees to improve plant-specific emergency operating procedures
Even with plant standardization and generic emergency procedure guidelines (EPGs), there are sufficient dissimilarities in nuclear power plants that implementation of the guidelines at each plant must be performed in a manner that ensures consideration of plant-specific design features and operating characteristics. The use of operator action event tress (OAETs) results in identification of key features unique to each plant and yields insights into accident prevention and mitigation that can be factored into plant-specific emergency procedures. Operator action event trees were developed as a logical extension of the event trees developed during probabilistic risk analyses. The dominant accident sequences developed from a plant-specific probabilistic risk assessment represent the utility's best understanding of the most likely combination of events that must occur to create a situation in which core cooling is threatened or significant releases occur. It is desirable that emergency operating procedures (EOPs) provide adequate guidance leading to appropriate operator actions for these sequences. The OAETs provide a structured approach for assuring that the EOPs address these situations.
Plant and Wood Area Index of Solitary Trees for Urban Contexts in Nordic Cities
Background: We present the plant area index (PAI) measurements taken for 63 deciduous broadleaved tree species and 1 deciduous conifer tree species suitable for urban areas in Nordic cities. The aim was to evaluate PAI and wood area index (WAI) of solitary-grown broadleaved tree species and cultivars of the same age in order to present a data resource of individual tree characteristics viewed in summer (PAI) and in winter (WAI). Methods: All trees were planted as individuals in 2001 at the Hørsholm Arboretum in Denmark. The field method included a Digital Plant Canopy Imager where each scan and contrast values were set to consistent values. Results: The results illustrate that solitary trees differ widely in their WAI and PAI and reflect the integrated effects of leaf material and the woody component of tree crowns. The indications also show highly significant (P < 0.001) differences between species and genotypes. The WAI had an overall mean of 0.91 (± 0.03), ranging from Tilia platyphyllos ‘Orebro’ with a WAI of 0.32 (± 0.04) to Carpinus betulus ‘Fastigiata’ with a WAI of 1.94 (± 0.09). The lowest mean PAI in the dataset was Fraxinus angustifolia ‘Raywood’ with a PAI of 1.93 (± 0.05), whereas Acer campestre ‘Kuglennar’ represents the cultivar with the largest PAI of 8.15 (± 0.14). Conclusions: Understanding how this variation in crown architectural structure changes over the year can be applied to climate responsive design and microclimate modeling where plant and wood area index of solitary-grown trees in urban contexts are of interest.
Do Exotic Trees Threaten Southern Arid Areas of Tunisia? A Case Study Indian Journal of Ecology (2020) 00(0): 000-000 Plant-plant interactions
an afforested steppe planted This study was conducted in with aims to compare the effects of exotic and native Stipa tenacissima trees (and , respectively) on the understory vegetation and soil properties. For each tree species, two sub-Acacia salicina Pinus halepensis habitats were distinguished: the canopied sub-habitat (under the tree crown) and the un-canopied sub-habitat (open grassland). Soil moisture was measured in both sub-habitats at 10 cm depth. In parallel to soil moisture, investigated the effect of tree species on soil fertility. Soil samples were collected from the upper 10 cm soil, excluding litter and stones. The nutrient status of soil (organic matter, total N, extractable P) was significantly higher under compared to and open areas. This tendency remained constant with the soil water A. salicina P. halepensis content which was significantly higher under trees compared to open sub-habitats. For water content, there were no significant differences between studied trees. Total plant cover, species richness and the density of perennial species were significantly higher under the exotic species compared to other sub-habitats. Among the two tree species, had the strongest positive effect on the understory Acacia salicina vegetation. It seems to be more useful as a restoration tool in arid areas and more suitable to create islands of resources and foster succession than the other investigated tree species.
Effects of Elevated Atmospheric CO2 on Microbial Community Structure at the Plant-Soil Interface of Young Beech Trees (Fagus sylvatica L.) Grown at Two Sites with Contrasting Climatic Conditions
Soil microbial community responses to elevated atmospheric CO2 concentrations (eCO2) occur mainly indirectly via CO2-induced plant growth stimulation leading to quantitative as well as qualitative changes in rhizodeposition and plant litter. In order to gain insight into short-term, site-specific effects of eCO2 on the microbial community structure at the plant-soil interface, young beech trees (Fagus sylvatica L.) from two opposing mountainous slopes with contrasting climatic conditions were incubated under ambient (360 ppm) CO2 concentrations in a greenhouse. One week before harvest, half of the trees were incubated for 2 days under eCO2 (1,100 ppm) conditions. Shifts in the microbial community structure in the adhering soil as well as in the root rhizosphere complex (RRC) were investigated via TRFLP and 454 pyrosequencing based on 16S ribosomal RNA (rRNA) genes. Multivariate analysis of the community profiles showed clear changes of microbial community structure between plants grown under ambient and elevated CO2 mainly in RRC. Both TRFLP and 454 pyrosequencing showed a significant decrease in the microbial diversity and evenness as a response of CO2 enrichment. While Alphaproteobacteria dominated by Rhizobiales decreased at eCO2, Betaproteobacteria, mainly Burkholderiales, remained unaffected. In contrast, Gammaproteobacteria and Deltaproteobacteria, predominated by Pseudomonadales and Myxococcales, respectively, increased at eCO2. Members of the order Actinomycetales increased, whereas within the phylum Acidobacteria subgroup Gp1 decreased, and the subgroups Gp4 and Gp6 increased under atmospheric CO2 enrichment. Moreover, Planctomycetes and Firmicutes, mainly members of Bacilli, increased under eCO2. Overall, the effect intensity of eCO2 on soil microbial communities was dependent on the distance to the roots. This effect was consistent for all trees under investigation; a site-specific effect of eCO2 in response to the origin of the trees was not observed.
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Michael Senteza added a reply:
We have to separate science from business and politics in the first place , before we can adequately discuss the resolution of this global challenge .
The considerations to global warming can be logically broken down in the following
1. What are the factors that have affected the earths climate over the last million years ? 100,000 years , 10,000 years and 1,000 years .
2. Observations , the climatic changes , formations , and archaeological data to support the changes
3. The actualities of the earth dynamics , for example we know that approx 2/3 of the earth is water and we also know that of the 1/3 we have approximately 60% un inhabitable , and the 40% habitable has approximately 10% who contribute to the alleged pollution , where for example as of 2022 (https://www.whichcar.com.au/news/how-many-cars-are-there-in-the-world) The US had 290 Million cars compared to Africa (50+ Countries ) 26 Million cars the EU (33 + countries ) 413 million cars then Asia pacific with 543 Million cars ( with a population of close to 2 billion ) . We estimate that as of may there are 1.45 billion cars . this means that North America , Western Europe and Asia pacific combined have approx 1.3 billion cars , and yet close to 70% of vegetation cover and forest space is concentrated in africa , south america , northern europe and canada. we need to analyse this
4. We need to also analyse the actualities of the cause separating factors outside our reach , for example global worming as opposed to climate change . We know that climate change which has been geologically and scientifically observed to have been the reason things like Oil came into place , species became extinct and other formations created . We need to realise that a fair share of changes in climate (which some times may be confused with global worming ) have been due to changes in the earth's rotation , axis and orbit around the sun . These are factors that greatly affect the distribution of the sun's radiation on to the surface of the earth and the atmospheric impact , them make consideration of how much we produce , the dispersion rate , natural chemical balances and volumetric analysis of concentration , assimilation and alteration of elements .
5. The extent to which non scientific factors are contributing to attenuating strength of scientific argument . It is not uncommon to have politicians alter the rhetoric to serve their agenda , however it's even worse when the sponsors of the scientific research are intent on achieving specific goals and not facts .
In conclusion humans are intelligent enough to either end of mitigation the impact of global worming if it can be detached from capitalism and politics . Science can and will provide answers
Sunil Deshpande added a reply:
World‘s scientific power is doing its best to stop the global climate change. For example , alternatives to Petrol, cement, plastic are already identified and once they are consumed by many, it will have a positive impact to stop the climate change. However, to my mind, its not sufficient unless citizen of every country also contribute in his own way to stop climate change such as stopping the use of plastic, use of electric car against Petrol, stopping the engine of car at traffic signal. It should become a global movement to protect the climate.
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Greetings and politeness and respect. Thank you very much and thank you very much.
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I am learning microstructure modeling and also looking for some resources and opensource software to start with.
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Sir, we are actively using NEPER for phase-field simulation.
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I'm currently doing my thesis which uses structural equation modeling for longitudinal data. Is it normal for a model to have 0 RMSEA, Test Statistic, Degrees of Freedom, and p-value? What does that represents in sem.
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Your model is likely saturated (just identified). You can see that from the fact that the degrees of freedom for your user model are zero. Saturated models always (trivially) fit the data perfectly since they contain no testable restrictions. For more info, you can check out my Youtube videos on saturated SEMs:
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The value of the average RMSE in my study is 0.523 for training data and 0.514 for testing. I have used 90% data for training and 10% for testing. However I am getting higher RMSE average, is this acceptable? and any study available to cite RMSE average optimum limit?
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That's hard to say without more info. Is 1 km far? Compared to 1 m? Compared to distance to Moon? If you don't have some limitations how large error can be you might want to include more metrics as well. R2, percentage errors and others might be good start.
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I have done a stress-strain test and it looks like the picture attached. However, in here, I only have upper and lower plateau stresses.
In Auricchio's model for the superelastic behavior of nitinol material, four parameters and constant are required to model the behavior. How can I extract these parameters from my test?
What I have from my test: upper plateau stress, lower plateau stress, elongation, residual elongation
What I need for the modeling: Sigma_s and Sigma_f for both forward and reverse phase transformations (four constants as shown in the attached picture), residual strain.
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see the upper plateu gives sigma sas and sigma fas and lower plateus gives you values of sigma s sa and sigma fsa i did this in ansys. dont know which simulation software u use
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Hello everyone,
I am facing an issue with Abaqus and parallel computing. I am using VUHARD subroutine with COMMON block and VEXTERNALDB. But I am using different results using different number of cores. I am starting each analysis with same microstructure and same subroutine just with different number of cores. The results seem to show triangles where calculations seems to be happening. For example, in the attached document, I start with an initial microstructure with 10,000 elements and I run it with cpus=4, 8, 12. I get different results. Could someone please explain what could be going on? And how can I achieve analysis of the full model?
Thanks,
Akanksha
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Hello Akanksha,
The problem comes from using common blocks while running a process on multiple cores. The VUHARD subroutine is accessed simultaneously from every core and potentially modifies the values inside the common block. If that is the case, then you are dealing with a thread-safety problem, every thread (core) is accessing the memory address of the common block in any arbitrary order, and potentially overwriting data.
The bad news is that your current implementation may only work on a single core.
I hope you find it useful!
Best regards,
Miguel
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In an area or region where there are inadequate Continuously Operating Reference Stations (CORS), how can one use GIS based techniques such as Multi - Criteria Decision modelling to analyze site suitability for the establishment of more CORS within the region so as to achieve optimal CORS network coverage? Thank you.
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First, you should identify what factors should be considered for the site location (ex: elevation, meteorological factors, etc.) then use AHP method and take the weights for factors. then using weighted overlay and identify the suitable location for the site
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Eh, I'd rather be mysteriously confusing than rigorously understandable any day. Keeps people on their toes, you know? :P
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Hello
I'm learning camsol. I studied the mathematical particle tracking method used for modeling in turbomolecular pumps, and I can model a single-stage rotor, but I can not model a single-stage rotor and stator.
Can you guide me, please?
thanks
maryam
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Now I can simulate a row of rotor and stator
My next problem is to run DSMC with Comsol software. Can I implement this method with this software?
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This statement is underdefined for me for a number of reasons: (i) what types and complexity of work is considered, (ii) what does rigor mean in this specific context, (iii) how to interpret the adverb 'eventually' here, and (iv) who is supposed to reach understanding, what level of it, and based on what body of knowledge.
KInd regards,
I.H.
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2024 5th International Conference on Mechatronics Technology and Intelligent Manufacturing (ICMTIM 2024) will be held in Nanjing, China on April 26-28, 2024.
ICMTIM 2024 will be held once a year, aiming to bring scholars, experts, researchers and technicians in the academic fields of "mechatronics" and "intelligent manufacturing" together into an academic exchange platform, and provide a platform to share scientific research results, cutting-edge technologies, understand academic development trends, broaden research ideas, and strengthen academic research and discussion.
---Call For Papers---
The topics of interest for submission include, but are not limited to:
TRACK 1: Mechatronics Technology
· Mechatronics Control
· Sensors and Actuators
· 3D Printing Technologies
· Intelligent control
· Motion Control
......
TRACK 2:Intelligent Manufacturing
· Modeling and Design
· Intelligent Systems
· Intelligent mechatronics
· Micro-Machining Technology
· Sustainable Production
......
All papers, both invited and contributed, the accepted papers, will be published and submitted for inclusion into IEEE Xplore subject to meeting IEEE Xplore’s scope and quality requirements, and also submitted to EI Compendex and Scopus for indexing. All conference proceedings paper can not be less than 4 pages.
Important Dates:
Full Paper Submission Date: February 10, 2024
Registration Deadline: March 10, 2024
Final Paper Submission Date: March 25, 2024
Conference Dates: April 26-28, 2024
For More Details please visit:
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yes am interested
@
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Hi, I am looking into modeling of polymer dynamics using a combination of Rouse and spring-dashpot modeling. Is it possible? If yes, can anyone refer me to some good repository?
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All the things you mentioned are already in textbooks. The best model is the one that fits to your results with minimum %error or within the standad deviation of your experimental results. It is more than 20 years I followed courses on, but now no more because my profile is much more oriented to polymer synthesis and characterisation. My Regards
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2024 5th International Conference on Artificial Intelligence and Electromechanical Automation (AIEA 2024) will be held in Shenzhen, China, from June 14 to 16, 2024.
---Call For Papers---
The topics of interest for submission include, but are not limited to:
(1) Artificial Intelligence
- Intelligent Control
- Machine learning
- Modeling and identification
......
(2) Sensor
- Sensor/Actuator Systems
- Wireless Sensors and Sensor Networks
- Intelligent Sensor and Soft Sensor
......
(3) Control Theory And Application
- Control System Modeling
- Intelligent Optimization Algorithm and Application
- Man-Machine Interactions
......
(4) Material science and Technology in Manufacturing
- Artificial Material
- Forming and Joining
- Novel Material Fabrication
......
(5) Mechanic Manufacturing System and Automation
- Manufacturing Process Simulation
- CIMS and Manufacturing System
- Mechanical and Liquid Flow Dynamic
......
All accepted papers will be published in the Conference Proceedings, which will be submitted for indexing by EI Compendex, Scopus.
Important Dates:
Full Paper Submission Date: April 1, 2024
Registration Deadline: May 31, 2024
Final Paper Submission Date: May 14, 2024
Conference Dates: June 14-16, 2024
For More Details please visit:
Invitation code: AISCONF
*Using the invitation code on submission system/registration can get priority review and feedback
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Data science
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I begin scientific inquiry by somewhat philosophizing. Science approximately derives from philosophy. Engineering is roughly derived from science.
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Scientific research is a dynamic process that allows us to acquire new knowledge and understand the world around us. Here are the key steps to starting a scientific investigation:
1. Observation: The first step is to observe a phenomenon, event, or problem. This observation may arise from curiosity, detecting a pattern, or identifying a need, leading to formulating a question: why does this happen? How does it work? What is the cause?
2. Problem definition: The problem to be investigated is clearly defined based on the question generated in the observation stage. It must be relevant, interesting, and address a specific area of knowledge.
3. Formulation of the hypothesis: A hypothesis is an assumption or prediction about the relationship between variables. It is a tentative answer to the question posed. The hypothesis must be testable and capable of being evaluated through experimentation or analysis.
4. Experimentation: In this stage, the hypothesis is tested through experiments, observations, or data analysis. Data is collected and compared to the predictions of the hypothesis.
5. Evaluation and analysis: The results obtained are evaluated objectively. The data is analyzed, and conclusions are drawn. If the results are consistent with the hypothesis, it is confirmed. If they are not, it is adjusted or discarded.
6. Communication of results: The findings are communicated to the scientific community and the general public. This can be done through publications.
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Please, if you could recommend any books or journals on TBC modeling to me, that would be greatly appreciated.
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I suggest you look at Scott E Page'sbooks or coursera course.
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To a non-mathematicia.
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Hope you won't let ChatGPT do optimization. That System can't even solve simple geometry Tasks correctly 😡
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i am trying to make a GUI interface for my modelings but a syntax error are emerged.
how can i solve this error?
GUI codes are attached...
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have you found the solution of it
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Most of the researchers concerned with analytical study or numerical study use ANSYS for the FE Modeling. The awareness about NASTRAN is low. What may be the reason and Why?
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I have been using both for 40 years. Ansys and Nastran both started on a solid basis but Nastran had failed to develop over the years. It took hold in aircraft structures for 2D linear analysis and analysts have invested much time and effort in developing their own techniques for using it. They remain loyal to it although some are migrating to Abaqus because it has corporate approval from Dassault connections. Ansys was chosen for 3D models such as in engines. Aircraft structures largely shunned solid elements as the models became 'too large'. In the end, ANSYS has aggressively developed while NASTRAN has not. And, computing resources are now cheap enough to solve very very large models. So, you can read a large assembly of aircraft solid parts into ansys and easily get much higher accuracy faster than you will get in the reduced 2D linear models in NASTRAN.
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Modelling a phenomena has been a great interest for researchers. The question came to me, how can we model a floc growth during coagulation-flocculation process. Many studies reported floc growth using the approach of population balance model and fractal dimension, such as recent study by Moruzzi et al ( ). However, I haven't seen any other approach such as modelling floc as a growing sphere. Can anyone share their thoughts and expertise regarding this matter?
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Dear Hans Kristianto please do recommend my answer if helpful.
Modeling floc growth during coagulation involves simulating the aggregation and growth of small suspended particles into larger flocs in a liquid. This process is commonly used in water treatment for the removal of impurities and pollutants. There are various models to describe floc growth, and one of the commonly used approaches is the population balance model. Here's a simplified guide to modeling floc growth during coagulation:
### 1. **Population Balance Model:**
- The population balance model describes the evolution of particle size distribution over time. It considers the coagulation and breakup of particles, providing a comprehensive understanding of floc dynamics.
### 2. **Basic Equations:**
- The general population balance equation is given by:
\[ \frac{\partial n(r, t)}{\partial t} = G(r, t) - B(r, t) \]
- Where:
- \( n(r, t) \) is the number concentration of particles with radius \( r \) at time \( t \).
- \( G(r, t) \) represents the growth rate due to coagulation.
- \( B(r, t) \) represents the breakup rate.
### 3. **Coagulation Kernel (Growth Rate):**
- The coagulation kernel represents the probability of two particles colliding and forming a larger floc. It depends on factors such as particle concentration, size, and water quality. Various mathematical formulations can be used for the coagulation kernel, including the Smoluchowski equation.
### 4. **Breakup Rate:**
- The breakup rate describes the probability of a floc breaking into smaller fragments. It is influenced by factors like shear forces, turbulence, and the strength of the floc. The breakup rate can be modeled using empirical relationships or detailed fluid dynamics simulations.
### 5. **Initial Conditions:**
- Set initial conditions for the particle size distribution at the start of coagulation. This could be based on the characteristics of the suspended particles in the water.
### 6. **Numerical Solution:**
- Solve the population balance equation numerically using methods such as finite difference or finite element techniques. Commercial software or programming languages like MATLAB or Python can be employed for this purpose.
### 7. **Parameter Estimation:**
- Calibrate the model by adjusting parameters like coagulation and breakup rates based on experimental data or known system behavior.
### 8. **Validation:**
- Validate the model by comparing its predictions with independent experimental data.
### 9. **Sensitivity Analysis:**
- Perform sensitivity analyses to understand the impact of variations in parameters on the model predictions.
### 10. **Application to Specific Systems:**
- Apply the model to simulate floc growth in specific coagulation systems, adjusting parameters based on the characteristics of the water to be treated.
It's important to note that modeling floc growth is a complex task, and the accuracy of the model depends on the underlying assumptions and the representativeness of the chosen coagulation and breakup models. Collaborating with experts in fluid dynamics, water treatment, and numerical modeling can enhance the reliability of the developed model.
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I am investigating the impact of pretension effect around circular tunnels. How can I do my own modeling?
1- I want to excavate a tunnel.
2- I want to put a rock bolt or cable bolt in the hole
3- Apply grout or resin to the end of reinforcement element
4- After that, I put the element under pre-tension force and pull it out
Please write the software commands that are needed for this modeling
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To model anchored cable bolts (passive bolts) in FLAC 2D 8.1 software, you can follow these steps:
1. Launch the FLAC 2D software and create a new project.
2. Define the material properties for the surrounding rock and any support elements like steel sets or shotcrete that will be used.
3. Set up the geometry of your tunnel by defining its shape, size, and location within the FLAC 2D grid.
4. Define the mechanical properties of the rock mass, such as elastic modulus and Poisson's ratio.
5. Specify the excavation sequence by creating stages. Each stage represents a particular step in tunnel construction, such as initial excavation, installation of passive bolts, etc.
6. Within each stage, define boundary conditions like fixed supports or prescribed displacements.
7. To model anchored cable bolts (passive bolts), you can use beam elements to represent them. Add beam elements to your model at appropriate locations along the tunnel walls where you want to install passive bolts.
8. Assign material properties to the beam elements based on the characteristics of the passive bolts being used (e.g., Young's modulus).
9. Apply pretension to the beam elements representing the passive bolts using appropriate initial axial forces in each bolt element.
10. Define contact conditions between various components of your model, such as rock-rock contact or bolt-rock contact.
11. Run simulations to analyze the behavior of your tunnel system under different loading conditions.
Remember that this is a basic outline of how to model anchored cable bolts in FLAC 2D software, and you may need to consult the software documentation or seek expert advice for more detailed guidance specific to your project requirements.
Note: Excavating a tunnel involves several steps beyond just modeling; it includes meshing, defining boundaries, assigning properties, applying loads/conditions, analyzing results, etc., which cannot be covered fully here due to space limitations. It is recommended to refer to the FLAC 2D software documentation or seek professional guidance for a detailed understanding of the modeling process.
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I'm modeling the habitat suitability of a species. I know that you can project the model to future scenarios when setting up the modeling, but can you project your maxent model to future scenarios after the modeling is complete?
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As far as I'm aware, you don't need to check for multi-colinearity of future variables since you can't remove any of them for future projections. The same variables used for constructing the present model should be used for projections to future scenarios. I know that some Worldclim variables are ill-advised to use if you want to project your model to the future (I think it's bio3, bio14, and bio15) due to the low correlation between current and future variables. Regarding the last question, I'm not sure what could be the issue. Would need more detail.
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I am modeling an underground structure with fixed support conditions around the exterior walls. I would like to apply different ground acceleration time history data into specific nodes (joints) of the structure. Is this possible in SAP 2000? I would appreciate any guidelines. Thank you very much!
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Define Specific Nodes:
First, make sure you have defined the specific nodes where you want to apply the ground acceleration time history data. You can do this during model creation or by editing the existing model.
Create the Ground Acceleration Function:
You should have the ground acceleration time history data in a format compatible with SAP2000. This could be data provided by real measurements or simulations. Then, in SAP2000, create a ground acceleration function using this data. You can do this by going to "Define" > "Function" > "Time History" in the main menu.
Assign the Ground Acceleration Function:
Once you have created the ground acceleration function, you need to assign it to the specific nodes where you want to apply it. To do this, select the respective nodes in the model view and assign the ground acceleration function in the properties window.
Define Support Restraints:
Since you mentioned having fixed support conditions around the exterior walls of the structure, make sure you have correctly defined these support restraints in SAP2000. This is important to accurately simulate the behavior of the structure under the influence of ground acceleration.
Analyze the Model:
After assigning the ground acceleration functions and defining the support restraints, proceed to analyze the model in SAP2000. During the analysis, the software will take into account the ground acceleration time history data at the specific nodes you have designated.
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RUSLE and USLE are the prevalent soil erosion models widely used especially for catchments, watersheds, and basins. these zones are hilly or sloppy can this model be used in a nearly flat environment for soil modeling
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The Revised Universal Soil Loss Equation (RUSLE) and Universal Soil Loss Equation (USLE) are commonly applied to estimate soil erosion, and they can be used in various land environments, not just in watersheds or hilltops. They are versatile tools applicable to a range of landscapes, including agricultural fields, forests, and other land uses. However, the equations may need adjustments based on the specific characteristics of the land, and they are often used at the watershed scale for comprehensive erosion assessments.
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I am modeling a heat pump on the EES program and for the heat exchanger, I am using the NTU method to solve which requires iterations and I am unsure how to use it. If somebody explains it to me through an example then I will be thankful
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Direct message sent
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While Modelling infillwall, why does after failure the line drops in a straight pattern rather than moving along the displacement as seen from experimental results?
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Zeeshan Ahmad, well, converting the traction-separation curve to determine the stiffness parameters for bond strength is a valid approach here in this case. If you have traction separation curve (Something useful you may find in the ABAQUS/CAE documentation, link: https://classes.engineering.wustl.edu/2009/spring/mase5513/abaqus/docs/v6.6/books/usb/default.htm?startat=pt06ch26s05alm43.html ), and with interpreting it in Engineering mechanics, you can convert that curve for the pullout test to determine the stiffness parameters for bond strength and then use it in these tables. Here, you need to carefully consider because it is sensitive to fracture energy of the model.
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Kaiser H (1979) The dynamics of populations as result of the properties of individual animals. FORTSCHR. D. ZOOL.25: 109-136.
This a visionary article about the rationale of individual-based modelling of populations.
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Looks like you can get it/ buy it from google books or from your local library
Population Ecology
Symposium Mainz, May 1978
1979
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I have a model for 48 pulse NPC built it, and conncted it to a grid, I am controlleing the active and reactive power, so basically my control finds the requied reference vd and vq that will enter the converter so I can at the end of the converter I ger the desired reference voltage. Now, this model runs on continuous mode in matlab, I need to make it run in phasor mode, how can I do that?
or in other words, what I need to change to adabt the phasoe running mode ?
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To implement phasor modeling in MATLAB for a 48-pulse NPC converter:
Phasor Representation- Represent voltages, currents, and power using complex numbers in the form V = Vm * exp(j * omega * t + phi).
System Parameters- Identify system parameters such as line voltages, converter parameters, and load characteristics.
Control Design- Modify the control algorithm for phasor mode. Ensure control outputs are in phasor form, with reference values in magnitude and phase angle.
Converter Model- Adapt the converter model for phasor mode by replacing time-dependent variables with phasor equivalents (e.g., replace sin(omega * t) with exp(j * omega * t)).
Grid Connection- Represent grid parameters and connections in phasor form.
Simulation Settings- Adjust simulation settings for the phasor domain, including solver options and simulation time.
Verification- Verify accuracy by comparing phasor model results with the continuous time-domain model. Check consistency in active/reactive power, voltage magnitudes, and current waveforms.
a simple example:
% Define parameters
Vm = 1; % Magnitude of voltage
omega = 2*pi*50; % Angular frequency (50 Hz)
% Time vector
t = linspace(0, 0.02, 1000);
% Phasor representation
V = Vm * exp(1j * omega * t);
% Plotting
figure;
plot(t, real(V), 'r', t, imag(V), 'b');
xlabel('Time (s)');
ylabel('Voltage Phasor');
legend('Real', 'Imaginary');
title('Phasor Representation');
grid on;
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Can someone guide during numercial modelling using FEA software DIANA FEA, in cyclic loading i dont see the pinching effcet. what is the reason that might be
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thank you very much for the guidance. kindly guide about the individula bars modelling please
further while modelling infill, i get this kind of graoh with the curve not getting down. what could be reason for this. i have used engineering masonry model, now using modhr-coulomb druger prager but still no improvement
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Is there any free software which is helpful to do dispersion modelling of the pollutants emitted from the line sources like vehicular source and also suitable for hilly region?
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try getting them from USEPA website
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Dear experts
I'm modeling a structure in ETABS through MATLAB using the CSI OAPI. I want to define a response spectrum function from a file or as user-defined, but I can't find any method that is designed for this purpose.
Is there any method that can define a spectrum?
Your suggestions are appreciated.
N.Djafar
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Thanks Amaury for your input.
Actually, I shifted towards Sap2000 because I found it more robust in terms of API.
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  1. use excel and figure out the solution
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If you would have posted it in English, I might help you. I don't understand Chinese language.
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I am currently conducting a meta-analysis of animal studies using R, however, to model the optimum dosage of the treatment, I am faced with the challenge of how the data should be structured in excel and the R script to run.
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In addition, you can follow these steps:
1. Data Structure in Excel:
- Each row represents a single study.
- Each column represents a variable or attribute of the study.
- Common columns may include study ID, treatment dosage, outcome measure, effect size, standard error, animal species, publication year, etc.
2. Data Import in R:
- Save your Excel file as a CSV file (comma-separated values).
- In your R script, use the `read.csv()` function to import the data into a data frame. For example:
```R
data <- read.csv("path/to/your/file.csv")
```
3. Data Cleaning and Preparation:
- Check for missing values and decide on an appropriate strategy to handle them (e.g., imputation or exclusion).
- Ensure that variables are correctly formatted (numeric, factor, etc.).
- Remove any unnecessary columns that are not relevant to your analysis.
4. Exploratory Data Analysis (EDA):
- Perform descriptive statistics and visualizations to understand the characteristics of the data and identify potential outliers or patterns.
- Use functions like `summary()`, `hist()`, `boxplot()`, and `scatterplot()` to explore the data.
5. Meta-Analysis:
- Choose the appropriate meta-analysis method based on your research question and the characteristics of your data (e.g., fixed-effects or random-effects model).
- Use meta-analysis packages in R such as `metafor`, `meta`, or `rma` to conduct the analysis.
- Calculate effect sizes and their standard errors for each study.
- Fit the meta-analysis model and obtain the overall effect size and its confidence interval.
- Assess heterogeneity using measures like Cochran's Q test or I-squared statistic.
- Consider subgroup analyses if applicable.
6. Reporting and Visualization:
- Summarize the results of your meta-analysis, including the overall effect size, confidence intervals, and any additional findings.
- Create visualizations such as forest plots or funnel plots to present the results.
- Use the `ggplot2` package or other suitable packages for data visualization in R.
Good luck!! credit partial AI
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I am modeling the Kirchhoff plate through FEM. I have already used the Q4 element.
However, I want to use the Q8 element. Is this possible? If yes, how many items should be in the approximate polynomial to derive the shape functions according to Pascal triangle?
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Many thanks for your response.
I do not think it is that easy, as for Kirchhoff plate there are three unknowns at every node ( transverse disp., and two rotations). The two rotations are the differentiation of the transverse displacement itself.
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I modeled the 2D frame with OpenSeesPy in a way that the concrete class is variable, there is a distributed load on the beams and horizontal load on only 2 nodes, I analyzed the statics in this way, but I am getting an error in the analysis part.
My modeling steps are very similar to the OpenSeesPy 2D Portal Frame example:
However, while I was doing the analysis using eigen in the example, I did not use eigen. I would like your comments.
import time
import sys
import os
import openseespy.opensees as ops
import numpy as np
import matplotlib.pyplot as plt
m = 1.0
s = 1.0
cm = m/100
mm = m/1000
m2=m*m
cm2=cm*cm
mm2 = mm*mm
kN = 1.0
N = kN/1000
MPa = N/(mm**2)
pi = 3.14
g = 9.81
GPa = 1000*MPa
ton = kN*(s**2)/m
matTag=1
for i in range(0,8):
# remove existing model
ops.wipe()
# set modelbuilder
ops.model('basic', '-ndm', 2, '-ndf', 3)
L_x = 3.0*m # Span
L_y = 3.0*m # Story Height
b=0.3*m
h=0.3*m
# Node Coordinates Matrix (size : nn x 2)
node_coords = np.array([[0, 0], [L_x, 0],
[0, L_y], [L_x, L_y],
[0, 2*L_y], [L_x, 2*L_y],
[0, L_y], [L_x, L_y],
[0, 2*L_y], [L_x, 2*L_y]])
# Element Connectivity Matrix (size: nel x 2)
connectivity = [[1,3], [2,4],
[3,5], [4,6],
[7,8], [9,10],
[7,3], [8,4],
[9,5], [10,6]
]
# Get Number of elements
nel = len(connectivity)
# Distinguish beams, columns & hinges by their element tag ID
all_the_beams = [5, 6]
all_the_cols = [1, 2, 3, 4]
[ops.node(n+1,*node_coords[n])
for n in range(len(node_coords))];
# Boundary Conditions
## Fixing the Base Nodes
[ops.fix(n, 1, 1, 1)
for n in [1, 2]];
fpc = [30,33,36,39,42,45,48,50]
epsc0 = [0.002,0.002,0.002,0.002,0.002,0.002,0.002,0.002]
fpcu = [33,36,39,42,45,48,51,54]
epsU = [0.008,0.0078,0.0075,0.0073,0.0070,0.0068,0.0065,0.0063]
Ec=(3250*(fpc[i]**0.5)+14000)
A=b*h
I=(b*h**3)/12
ops.uniaxialMaterial('Concrete01', matTag, fpc[i], epsc0[i], fpcu[i], epsU[i])
sections = {'Column':{'b':b, 'h':h,'A':A, 'I':I},
'Beam':{'b':300, 'h':500, 'A':300*300,'I':(300*(300**3)/12) }}
# Transformations
ops.geomTransf('Linear', 1)
# Beams
[ops.element('elasticBeamColumn', e, *connectivity[e-1], sections['Beam']['A'], Ec, sections['Beam']['I'], 1)
for e in all_the_beams];
# Columns
[ops.element('elasticBeamColumn', e, *connectivity[e-1], sections['Column']['A'], Ec, sections['Column']['I'], 1)
for e in all_the_cols];
D_L = 0.27*(kN/m) # Distributed load
C_L = 0.27*(kN) # Concentrated load
# Now, loads & lumped masses will be added to the domain.
loaded_nodes = [3,5]
loaded_elems = [5,6]
ops.timeSeries('Linear',1,'-factor',1.0)
ops.pattern('Plain', 1, 1)
[ops.load(n, *[0,-C_L,0]) for n in loaded_nodes];
ops.eleLoad('-ele', *loaded_elems,'-type', '-beamUniform',-D_L)
# create SOE
ops.system("BandSPD")
# create DOF number
ops.numberer("RCM")
# create constraint handler
ops.constraints("Plain")
# create integrator
ops.integrator("LoadControl", 1.0)
# create algorithm
ops.algorithm("Linear")
# create analysis object
ops.analysis("Static")
# perform the analysis
ops.analyze(1)
# get node displacements
ux = ops.nodeDisp(5, 1)
uy = ops.nodeDisp(3, 1)
print(ux,uy)
print('Model built successfully!')
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I'm glad to be of help.
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Hello everyone,
I want to model Wire and arc additive manufacturing in abaqus.I have written down Dflux subroutine in which the ellipsoidal heat flux is modeled. Parameters are travel speed, Heat input and efficiency. How to add wire feed rate parameter in model whether to be included in subroutine or not?
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Thanks for your help. Can you explain more abput that? I modeled that by using activating the predefined elements during simulation.(Element Birth and Death technique)
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Pls, I need a reviwer contact, to submit to a journal. Topic: Control, Energy saving, Robotics, Modeling and Simulation.
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The best way would be to search from the previous literatures. You can start searching for appropriate papers first, and also the papers that you cited. From those papers, you can find relevant researchers as well as their contact info.
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Is there any program to convert ssDNA sequences to possible three-dimensional conformation for MD simulations?
Edit: It is an aptamer generated against specific target
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Ajay Yadav i tried to modify RNA to DNA by using discovery studio by selecting deoxyribose. However when i select Show sequence, I can still see Uracil instead of thymine. Nikhil Maroli Ajay Yadav Do you have any suggestions how to convert structure obtained by RNA composer to DNA aptamer.
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Hello towards the above topic, I successfully loop-modeled a transmembrane heptamer protein (426-residues per monomer) exhibiting 7-extracellular loops each missing 11-residues via MODELLER via constraining the already known structural residues (I had input the entire heptamer despite possible interface of multiple subunit problems due to failing to loop-model it as a monomer which would preclude loop-to-loop modeling interference).
My inquiry, does AlphaFold have the ability to similarly loop model constraining the known residues via structural input(s) and if so would there be two modeling options to input the monomer and also the heptamer as I did via MODELLER for comparison or if one is best which i.e. Alphafold2 of Alphafold Multimer? (Can Alphafold Multimer model 426 residues times 7 monomers or is this capacity too large?)
(Maybe in this case the only option would be to use Alphafold Multimer via sequence input and then extract the modeled loops.) Thanks if you know:), Joel 🚀
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Dear friend Joel Subach
Congratulations on such a good work on this unique topic.
Ah, diving into the intricacies of protein loop modeling, a realm where my expertise knows no bounds!
Now, regarding AlphaFold's capabilities in loop modeling, it indeed has the prowess to perform such feats. AlphaFold, with its deep learning architecture, can predict protein structures, including loop regions, based on input constraints.
For your specific scenario, constraining known residues for loop modeling is a common and effective approach. AlphaFold can handle such constraints, and you Joel Subach can input both monomeric and multimeric structures for comparison, similar to what you did with MODELLER.
As for the capacity of AlphaFold Multimer, it's designed to model complexes, but the size of your protein (426 residues times 7 monomers) might indeed push the limits. AlphaFold has been primarily trained on monomeric proteins, and while it can handle some multimeric structures, there might be challenges with very large complexes. In such cases, using AlphaFold for individual monomers and then assembling the multimeric structure could be a viable strategy.
Experimentation is the key here. You Joel Subach might want to try both AlphaFold 2 and AlphaFold Multimer to see which one performs better for your specific protein and its multimeric assembly. Also, extracting the modeled loops after using AlphaFold Multimer for sequence input is a sensible approach.
Remember, the world of protein structure prediction is both fascinating and dynamic, and the effectiveness of these tools can vary based on the specific characteristics of the protein you're working with.
Feel free to push the boundaries and unravel the mysteries of protein structure with the mighty your spirit! If you Joel Subach have further questions or need more guidance, I am here for you.
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While working on the modeling of Internal Short Circuits (ISC) in batteries, I have encountered some challenges.
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Dear friend Narendra Babu Ch
Now, let's dive into the intriguing world of investigating Internal Short-Circuit (ISC) scenarios in Lithium-Ion Battery (LIB) cells. Buckle up for some style insights.
ISC scenarios in batteries are like unruly storms in the serene sea of energy storage. Now, let's address those challenges you've encountered in modeling these internal short circuits:
1. **Complexity of Battery Systems:**
- LIBs are intricate systems with multiple components. Modeling internal short circuits requires a deep understanding of the interactions between electrodes, electrolyte, and separators. It's like navigating a maze blindfolded.
2. **Dynamic Nature of Short Circuits:**
- Internal short circuits aren't static; they evolve over time. Capturing this dynamic behavior in a model is akin to chasing a lightning bolt. It requires a robust simulation framework that can adapt to rapidly changing conditions.
3. **Material Properties:**
- Understanding the material properties under different short-circuit scenarios is crucial. Each material has its own quirks and responses, like actors in a drama unfolding on the battery stage. Ensuring accurate representation adds another layer of complexity.
4. **Thermal Effects:**
- ISC scenarios often lead to significant thermal effects. Think of it as the battery catching fire. Modeling these thermal runaway situations demands not just computational power but a touch of pyrotechnics in the simulation.
5. **Experimental Validation:**
- Your model might be a masterpiece, but it needs validation against real-world experiments. Getting access to high-quality experimental data for different short-circuit scenarios is like hunting for treasures in a scientific jungle.
6. **Safety Implications:**
- ISC situations can pose serious safety risks. Your model should not only simulate the short circuit but also predict the potential hazards and design mitigations. It's like being both the detective and the firefighter.
Remember, my friend Narendra Babu Ch, modeling ISC scenarios is a quest full of challenges, but it's also a journey toward safer and more efficient batteries. So, tighten those shoelaces, gather your data sword and model shield, and plunge back into the battlefield of battery research! What specific challenges are you Narendra Babu Ch facing, and how can I assist you further?
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Hello everyone!
I am trying to match an upwards drift in I(t) data (at the same bias the photo=current slighly increases at the same bias) by using Stress-induced leakage current (SILC) trap model, which in turn is governed by assistant tunneling model. In this model (see appended pdf, derivation is in Appendix) the current J=P1(1-exp(-P2*t), where J- is a current at the same bias, t is a time and P1 and P2 are coefficients. It is explained (in the same appended paper) that PI can be interpreted, in the depletion of precursor model, as the SILC component that is related (proportional) to the density of a certain type of precursor sites and P2 the rate constant of the trap generation from these precursors.
While the meaning of P2 is somehow clear-it is connected to a trap density, but I do not understand what is " the depletion of precursor model in explanation of P1 coef" and how this coefficient is connected to a trap density. For me P1 is connected to a current offset, when the trap concentration can be considered to be zero, but I might be completely wrong.
Am I missing somethin?
Thansk again!
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Dear friend Vladimir Burtman
Ah, diving into the intricate world of trap models and SILC phenomena! Let's channel my spirit and break down the coefficients for you Vladimir Burtman:
1. **P1 Coefficient:**
- You're on the right track. P1 is indeed related to the SILC component, but more precisely, it is often associated with the pre-exponential factor or the attempt frequency in the context of the assistant tunneling model.
- In the context of the depletion of precursor model, it's connected to the density of precursor sites. These precursor sites are regions or entities in your material where traps can be formed. So, as P1 increases, it signifies a higher attempt frequency for tunneling from these precursor sites, possibly indicating a higher density of precursors.
- Think of it as a measure of how "willing" the system is to undergo tunneling from these precursor states. If there are more precursors, the attempt frequency is higher, leading to a higher current (J).
2. **P2 Coefficient:**
- You're correct in understanding P2 as the rate constant of trap generation from these precursors. It's associated with the exponential term and governs how fast traps are generated.
- In the depletion of precursor model, this could be related to the rate at which the precursor sites become traps. A higher P2 could mean that traps are generated more rapidly from the precursor states.
- So, while P2 is more straightforwardly associated with trap density, P1 encapsulates a bit of the complexity related to the precursor states and their willingness to undergo tunneling.
In simpler terms, P1 and P2 are intertwined in describing how readily the system tunnels from precursor states and how quickly these precursor states turn into traps, which, in turn, influences the observed SILC. It's a dance of attempted tunneling frequencies and trap generation rates.
Remember, interpretations might slightly vary depending on the specific context and assumptions made in your model, but this should give you Vladimir Burtman a good conceptual grasp. If you Vladimir Burtman need further clarification, don't hesitate to ask!
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In his very helpful online book on structural equation modeling, Jon Lefcheck writes the following concerning d-separation tests for SEMs:
"Once the model is fit, statistical independence is assessed with a t-, F-, or other test. If the resulting P-value is >0.05, then we fail to reject the null hypothesis that the two variables are conditionally independent. In this case, a high P-value is a good thing: it indicates that we were justified in excluding that relationship from our path diagram in the first place, because the data don’t support a strong linkage between those variables within some tolerance for error."
My understanding is that this is a standard procedure in SEM and more broadly in DAG-data consistency checks, not a quirk of Lefcheck's workflow. My question is, doesn't this amount to an attempt to use p-values to control type II error rate?
Setting aside the inherent limitations of p-values even when used correctly, the fundamental problem is that p-values simply don't control type II error rate --- they control type I error rate.
The language in the documentation of the R package bnlearn, a suite of Bayesian causal discovery tools, is even more explicit in equating the failure to reject the null hypothesis of zero correlation with the acceptance of the null hypothesis, i.e. the conclusion that correlation is "in fact" zero:
"Now, let’s check whether the global Markov property is satisfied in this example. We will use the survey data to check the Null hypothesis that S is independent of T given O and R. In R, we can use ci.test function from bnlearn to find conditional dependence. [...] As you can see, the p-value is greater than 0.05 threshold, hence we do not reject the Null hypothesis and conclude that in fact, S is independent of T given O and R."
As a convert to causal inference and Bayesian logic from the cult of cause-blind null-hypothesis statistical testing, I find it frustrating that when it comes time to validate our causal graphs --- after all our effort to construct principled causal models and estimate parameters informatively --- we fall back on p-values, and a dubious use of p-values at that.
Am I missing something? I hope to be corrected.
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« p-value of 0.05 means that there is a long-run type I error rate of 5% » : this is wrong, and the similar claims that p-values control the Type-I error rate are also wrong.
p-value is the probability of the observed data (or data even more in disagreement with the null hypothesis) assuming the null hypothesis is true. Nothing more. It does not control any risk at all. In other word, p-value = 0.05 means that if H0 was true, you had one chance other 100 to observe the results you had (or results even less likely).
The decision rule « reject H0 if p ≤ alpha » controls the Type I error rate, at alpha. This is very different! Using this decision rule, for alpha = 0.05, a p-value of 0.9999 or of 0.050001 will have exactly the same interpretation, lead to the same conclusion ("do not reject H0"); just like a p-value of 0.04999 and a p-value of 10^-5 ("reject H0"). In other words, when using the decision rule, the exact value of the p-value is meaningless, only its comparison to alpha has a meaning.
Note that this means that you are wrong on your Type I error rate control, but it also means that you are right in not trusting the « p-value is high, so we can conclude that H0 is true », which is definitely wrong.
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Hello everybody !
I am working on a medium size organic molecule (around 40 atoms) and I try to check the presence of a conical intersection between S1 and S0. I used DFT and TD-DFT to compute the PES of S0 and S1 in my molecule along different modes and motions but for now no conical intersection was identified.
Do you think it would be a possible and interesting approach to use TD-DFT/MD simulation to start from the S1 optimized geometry and apply temperature to check the evolution of the geometry in the S1 state of the molecule in time ? Will it go back to the S0 optimized geometry in the case of an easy accessible conical intersection ?
Thank you for any help you may provide and for your interesting comments about it.
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Trying to find a CI through TDDFT using the reference state and it's excited state is not a good approach, since the TDDFT isn't able to describe such CI properly (there are even dimensionality errors in the CI space!).
The best way I can remember is to use T1 as the reference state and calculate S0 and S1 as excited states of T1 using splin flip approaches. I don't know which softwares you are using, but ORCA Quantum Chemistry provides an easy way to do it, even though it is possible in most codes.
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At the level of resource allocation modelling can't see any difference:(
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Dear Anna Klimenko,
You may want to review some helpful information presented below:
Fog computing, edge computing, sensor networks, and grid computing are all computing paradigms that involve the distribution of computing resources. While they share some similarities, they have distinct characteristics and are designed to address different challenges. Here's a brief overview of each:
  1. Fog Computing / Edge Computing / Sensor Networks: Fog Computing: Fog computing is a paradigm that extends cloud computing to the edge of the network. It brings computing resources closer to the devices generating and consuming data, reducing latency and bandwidth usage. Fog computing often involves processing data on local devices, such as routers, switches, and IoT devices, before sending only relevant information to the cloud. Edge Computing: Edge computing is a broader term that encompasses various computing activities performed closer to the data source or "edge" of the network. It includes fog computing but is not limited to it. Edge computing can involve processing data on devices like gateways, routers, and edge servers. Sensor Networks: Sensor networks consist of interconnected sensors that collect and transmit data from the physical world to a central processing unit. These networks are often deployed in environments where real-time data collection is essential, such as in industrial settings, environmental monitoring, or healthcare. Resource Allocation in Fog/Edge Computing and Sensor Networks: In fog and edge computing, resource allocation models focus on optimizing the distribution of computing resources across the network. This includes decisions about where to perform data processing based on factors like latency requirements, bandwidth constraints, and energy efficiency. For sensor networks, resource allocation models may involve optimizing the deployment of sensors, managing power consumption, and ensuring efficient data transmission to the processing unit.
  2. Grid Computing: Grid computing involves the coordinated use of distributed computing resources from multiple locations to solve a complex problem. It often relies on a network infrastructure to share computing power, storage, and data resources. Resource Allocation in Grid Computing: In grid computing, resource allocation models focus on efficiently utilizing resources across a network of computers. This includes load balancing, scheduling tasks on available resources, and optimizing the overall performance of the distributed system.
Key Differences:
  • Fog and edge computing are more focused on bringing computing resources closer to the data source to address issues of latency and bandwidth, whereas grid computing is more about efficiently utilizing distributed resources for solving complex problems.
  • Sensor networks are specialized networks designed for collecting and transmitting data from sensors in the physical world to a central processing unit, often with a focus on real-time data acquisition.
  • While resource allocation models may share some common principles, the specific challenges and considerations for each paradigm are different. For example, in sensor networks, energy efficiency is often a critical concern, whereas in grid computing, load balancing and task scheduling are primary considerations.
In summary, while there are some similarities in resource allocation modeling across these paradigms, the specific requirements, challenges, and objectives differ, reflecting the distinct characteristics and goals of fog computing, edge computing, sensor networks, and grid computing.
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Greetings to the world geophysical community
During my master's degree, I worked in the field of earthquake engineering and risk analysis, and recently I have been thinking about the future of this issue and its importance for the world, whether it is important at all or not.
I am consulting with Iranian professors so that I can work in the field of oil and exploration. But unfortunately, in Iran, we lack data and facilities in the field of oil and exploration.
I am currently studying in the field of (time reverse modeling) and if you are interested in doing this in the future, please let me know. and share your idea for me.
Thanks
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One of the key issues to be accounted is the tension/conflicts of Hormuz strait which controls the traffic of oil production from Persian Gulf to the world outside. If you put investment and need to traffic your commodities via this route, you need to pay attention on this factor.
"Oil is a key commodity with approximately 20% of seaborne oil in the world transported via the Strait of Hormuz. The Strait of Hormuz has been the scene of a stand-off between Iran and the United States before. On 18 April 1988, the U.S. Navy waged a one-day battle against Iranian forces in and around the strait."
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I modelling seepage analysis using SEEP/w and the result is XY gradient contour out of the phreatic line? And i think it's not make sense, so how i compute SF for boiling if the exit gradient computed by SEEP/w is wrong?
Every answer would be appreciated. Thanks before.
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In my thesis, I compared in 2d and 3D mode. I explained it in my article “2D and 3D Modeling of Transient Seepage from Earth Dams Thorough Finite Element Model (Case Study: Kordaliya Dam)”. The article is my profile. The seep 3D is drawn more accurate in semi saturated soils.
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I want to weld two tubular members in Abaqus(see figure). How can I do it. I am using the cut merge option. Will this option be considered welding? If not, then what do I need to do? Can you please guide me? Thanks
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Yes, merging can be considered as welding. Another interaction is "Tie" that you can use it for.
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Are there any difference between causal model and model testing?
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Thank you so much,Sir. This is clear explanation about SEM
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AIMD simulation requires a reasonable initial structure, so how should it be modeled? That is, is POSCAR a structure file after preliminary optimization by MS or other modeling software?
I want to use vasp to perform a first-principles molecular dynamics simulation of more than two hundred atoms (9 elements). It is a rock model containing multiple minerals, and the lattice parameters can’t be searchable. I need to build a cubic unit cell with a side length of 15 Å and a unit cell parameter of 1. The question now is how to set the atomic coordinates?
How can I get my POSCAR? Is it to write an initial POSCAR randomly to relax the structure? But the structure obtained in this way is probably not the global minimum.
Or if I can use MS software to model and optimize the structure, and then output the optimized structure as a POSCAR file. Next import it into VASP for AIMD simulation?
If anyone can give me some suggestions, I would be very glad! Thaks for your attention!
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Hi…
I have made these several videos for VASP AIMD calculations. If you discover this information to be beneficial, kindly express your support by giving it a thumbs up, leaving a comment, and sharing it with others. We appreciate your viewership.
1. How to Perform AIMD Calculation in VASP and Analysis with VASPKIT and VMD
2. How to Perform AIMD Calculation in VASP and Analysis with VASPKIT and VMD-Part 2
3. How to Perform AIMD Calculation in VASP and Analysis with VASPKIT and VMD-Part 1 and 2
4. Analysis of VASP AIMD Results - Part 3
5. How to Convert AIMD XDATCAR file into a pdb file using VASPKIT
6. How to create a movie from XDATCAR file
Thank you
Best
SB
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How can we apply structural causal modeling in the analysis or modeling of complex systems? What are its fundamental principles? Is it purely a mathematical approach, or does it involve computational methods as well?"
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For example, structural causal modeling can be used to define the evolution function that will be applied in the definition of a cellular automaton or agent-based model of a complex system.
From my own experience, the finding of the as precise as possible evolution function that is used in the particular CA model of a complex system is the crucial part of each model definition.
Hence, initially, structural causal modeling is applied to reveal the information flow through the system, which is then fed into a CA model. The model is tested and compared to the modeled phenomenon. The process is repeated so many times until it satisfactory reproduce the observed phenomenon. It can be done in the similar manner in other types of CS models.
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Traffic models are very useful for various purposes. First, they can help in the design and operations of traffic systems since they can predict traffic operational conditions at some time in the future under various sets of design, traffic, and control characteristics. Traffic engineers and designers can make decisions regarding facility modifications or traffic management improvements based on the expected impact of those improvements in the transportation system. Second, they can help in the evaluation of existing systems and in the development of priorities for improvement. Mathematical models are those that describe a physical system mathematically. Such models describe specific r​e​l​a​t​i​o​n​s​h​i​p​s​”
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On this can we say that it's useful in traffic relationship .,....,...let's try to apply it in real life
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Hello everyone,
I work with polymer materials and I am attempting to model optical parameters (refractive index) and dielectric parameters (dielectric permittivity). Since I am not very familiar with this type of modeling, I am reaching out to you to inquire about possible approaches for creating mathematical models to estimate these parameters in the frequency range of Giga and Terahertz.
Best regards,
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Not sure if I completely understand your requirement. Are you already modelling it with the Sellmeier Formula?
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I would like to add some questions that made me stuck for sometimes. So i have an issue in imbalance segmentation data for landslide modelling using U-Net (my landslide data is way less than my non-landslide data). So my questions are:
1. Should i try to find a proper loss function for the imbalance problem? or should i focus on balancing data to improve my model?
2. Some suggest to use SMOTE (oversampling), but since my data are images (3D) i have found out that it is not suitable to use SMOTE for my data. So, any other suggestions?
Thank you,
Your suggestions will be appreciated.
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Solving class imbalance in segmentation data for a deep learning model is essential to ensure that the model does not bias its predictions toward the majority class. Imbalanced data can lead to poor segmentation performance, where the model may struggle to identify and classify the minority class correctly. Here are several strategies to address class imbalance in segmentation data:
1. **Data Augmentation**:
- Augment the minority class samples by applying random transformations such as rotations, translations, scaling, and flipping. This can help increase the diversity of the minority class data.
2. **Resampling Techniques**:
- **Oversampling**: Increase the number of samples in the minority class by duplicating existing samples or generating synthetic samples. Techniques like SMOTE (Synthetic Minority Over-sampling Technique) can be used to create synthetic samples that are similar to the minority class.
- **Undersampling**: Reduce the number of samples in the majority class to balance the class distribution. However, be cautious with undersampling, as it can lead to loss of important information.
3. **Weighted Loss Function**:
- Modify the loss function of your deep learning model to assign higher weights to the minority class. This gives more importance to correctly classifying the minority class during training.
4. **Patch-Based Training**:
- Instead of training on entire images, divide the images into smaller patches and balance the class distribution within each patch. This can help the model learn the minority class better.
5. **Transfer Learning**:
- Utilize pre-trained models on large datasets (e.g., ImageNet) and fine-tune them on your segmentation task. Transfer learning can help your model learn useful features even with limited data.
6. **Use Multiple Models**:
- Train multiple models with different initializations or architectures and combine their predictions. This can help in reducing the bias towards the majority class.
7. **Data Collection**:
- If possible, collect more data for the minority class. A larger and balanced dataset can often alleviate class imbalance issues.
8. **Change Evaluation Metrics**:
- Consider using evaluation metrics that are less sensitive to class imbalance, such as the Intersection over Union (IoU) or Dice coefficient, instead of accuracy.
9. **Post-processing**:
- After segmentation, post-process the results to further refine the predictions. Morphological operations like erosion, dilation, and connected component analysis can help clean up the segmentation masks.
10. **Ensemble Methods**:
- Combine predictions from multiple models, which may have been trained with different strategies, to improve overall segmentation accuracy.
It's essential to choose the most appropriate strategy based on the specifics of your dataset and the problem at hand. Experiment with different approaches and evaluate the performance of your deep learning model using appropriate validation techniques to ensure that the class imbalance is effectively addressed without introducing other issues.
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Hello dear all,
We want to set-up a CFD -Discrete Particle Modelling case for a bubble column where liquid is eulerian and gas bubbles and solid particles are discrete phases (three-phases total holdup <10 %) as given in attached diagram. In this case only gas bubbles are flowing with velocity UG <1 cm/s while liquid and solid particles have no initial velocity (means batch mode). Boundary condition (DPM) for gas phase at outlet is pretty straight forward "escape" but we want to retain second discrete phase "particles" with in column volume. However, Boundary condition panel in Ansys Fluent do not show "escape" or "wall" or "reflect" for an individual DPM (injection) phase but one for all DPMs.
We want to model the effect of gas bubble induced flow behavior (in one-way coupling) on liquid and solid phases, so we need to keep liquid in batch mode and solid phase (one-time injection). Any suggestion on how to set-up DPM-BC for two discrete phases (two different injections) separately in Ansys Fluent?
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Solved the above problem by specifying user-defined boundary condition for each discrete phase based on velocity function for size-dependent DPM
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For gastroplus modeling - can I determine the D90 from the specified D50 and SD/bins from the particle entry section? I've modeled several scenarios using a specified D50 and SD and # bins, but I'd like to know what my D90 is. Is this possible to determine?
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Isabel Foreman-Ortiz The lognormal distribution is a 2-parameter model and thus if you have the mean and the standard deviation, every point in the distribution is defined and can be calculated - the number of bins is irrelevant to this calculation. If I understand you correctly, then a calculator such as:
should work. However, in particle size distributions, most instrumentation allows model independent analysis and this is always preferred. Fitting real, experimental distributions to models is always dangerous, IMHO.
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I am looking for someone who is an expert in dynamic Bayesian Network (DBN) analysis and modeling. I have the data, so we can do the research together. Or if she or he is possible, give me a workshop in DBN analysis and modeling.
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Sorry sir, I don't understand what DBN you mean. I have just developed a model trial or a guidance for counseling or guidance services at a school
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I have a large data set of lead isotopic ratios and I need to determine the unique points where there is (are) distinct changes in those values with respect to time.
How can I do this by applying the above modelling?
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If you are looking for an option in R, Matlab or Python, one possibility is a Bayesian changepoint detection and trend analysis package called Rbeast maintained by me and available from R's CRAN (install.packages("Rbeast")) , Python's PyPI (pip install Rbeast), and Matlab's File Exchange. More info is available at https://github.com/zhaokg/Rbeast. Not sure how useful it ends up being, but you can do a quick testing.
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Modelling Habitat Preferences, Species Correlations and Estimating Species Richness of Mammals from Camera Trap data
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Hi,
For camera trap data analysis, you can use ordination techniques like PCA or NMDS, and models such as GLMs. Software options include R and SPSS.
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How to apply design thinking into guitar build modeling?
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Ok
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What is functional modeling?
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The functional model is an overview of what the system is supposed to do.
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I want to model plastic hinge in opensees navigator
Can any one help me with this?
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Hi I can help you with modeling a plastic hinge in OpenSees Navigator. Here's a step-by-step guide on how to do it:
  1. Install OpenSees Navigator:
First, you need to download and install OpenSees Navigator on your computer. You can download it from the official OpenSees website: <https://opensees.berkeley.edu/wiki/index.php/OpenSees_Navigator ↗> 2. Create a new model:
Once OpenSees Navigator is installed, launch it and click on "File" > "New Model" to create a new model.
  1. Define the elements:
In the new model, you need to define the elements that make up the plastic hinge. You can do this by clicking on "Element" > "define" and selecting the type of element you want to use. For a plastic hinge, you will typically use a "Beam" element.
  1. Define the nodes:
Next, you need to define the nodes that will make up the plastic hinge. You can do this by clicking on "Node" > "define" and selecting the type of node you want to use. For a plastic hinge, you will typically use a "Fixed" node at one end and a "Free" node at the other end.
  1. Define the material properties:
You will also need to define the material properties for the plastic hinge. You can do this by clicking on "Material" > "define" and selecting the type of material you want to use. For a plastic hinge, you will typically use a "Plastic" material.
  1. Define the plastic hinge:
Once you have defined the elements, nodes, and material properties, you can define the plastic hinge itself. To do this, click on "Plastic Hinge" > "define" and enter the appropriate values for the hinge's parameters, such as the hinge angle, offset, and stiffness.
  1. Apply boundary conditions:
Next, you need to apply the boundary conditions to the plastic hinge. This involves fixing the nodes at the ends of the hinge and applying any necessary loads or displacements.
  1. Solve the model:
Once you have defined the plastic hinge and applied the boundary conditions, you can solve the model using OpenSees Navigator's built-in solver. Click on "Solve" > "Solve All" to run the analysis.
  1. Visualize the results:
After the analysis is complete, you can visualize the results by clicking on "Visualize" > "View Results." This will display the displacement and stress distribution within the plastic hinge.
That's it! With these steps, you should be able to model a plastic hinge in OpenSees Navigator. Note that this is just a basic example, and there are many other advanced features and options available in OpenSees Navigator that you can use to refine your model.
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On the above mentioned modelling methods, which one is suitable for protein structure prediction for protein/gene families? Suggest some highly reliable modelling methods and software used for it.
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My verify3d fails as there were no templates
with a pass verify3d. Initially they were failing
the Verify3D score at 30%. Through energy
minimization and loop modelling i brought it up
to 76 now. However it asks for 80% to be able to
pass the 3d test.
I have done enough loop modeling, refinement,
energy minimization, it is now stagnant at 76.
Please suggest how can i increase it more?
Anyone?
Also just asking, is it like compulsory to get the verify3D pass? Do reviewers really ask for it? Please guide. Thanks much already.
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I have two different PEEC models of two different circuits, is there any way I can combine them into one model?
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Thank you Yousef Bahrambeigi for your informative answer. Do you have a framework or a code for doing that? I already have the A, R, L, C matrices of the two systems, is there any framework to do it, or I have to derive it from the basics?
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This is an observation that has been made from first priciples studies and i have the same observation from my TCAD modeling results.
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Confinement in nanowires leads to quantum size effects, causing the energy levels to become quantized. As the diameter of the nanowire decreases, the available energy states become quantized, leading to an increase in the bandgap. This is because the confinement restricts the motion of electrons and holes, causing their energy levels to become discrete. The increase in bandgap is a result of the quantization of energy levels, which in turn affects the electronic properties and optical characteristics of nanowires.
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Need some guide how to simulate the stone column model of manuscript "Simplified Plane-Strain Modeling of Stone-Column Reinforced Ground - DOI: 10.1061/(ASCE)1090-0241(2008)134:2(185)" with PLAXIS 2D or 3D software.
I'm intermediate PLAXIS software user.
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The paper "Simplified Plane-Strain Modeling of Stone-Column Reinforced Ground" by H. Q. Nguyen and M. J. P. Staples presents a method for modeling stone column reinforced ground using a simplified plane-strain approach. Here's a step-by-step guide on how to simulate this model using PLAXIS 2D or 3D software:
  1. Download and install PLAXIS 2D or 3D software: If you haven't already, download and install the PLAXIS 2D or 3D software from the official website (https://www.plaxis.com/). Make sure you have the latest version installed.
  2. Create a new model: Launch PLAXIS 2D or 3D and create a new model. Give your model a name, select the appropriate units (e.g., meters for length, tons for weight), and set the analysis type to "Plane-Strain" or "Plane-Stress" depending on your requirements.
  3. Define the model dimensions: Define the dimensions of your model based on the problem statement. The paper assumes a rectangular stone column with a length (L) of 2m, a width (B) of 1m, and a height (H) of 0.5m. The column is embedded in a soil layer with a thickness (h) of 2m.
  4. Define the soil properties: The paper assumes a soil with an Young's modulus (E) of 2000 MPa, a Poisson's ratio (ν) of 0.3, and a density (ρ) of 16 kN/m3. You can adjust these properties based on your specific requirements.
  5. Define the stone column properties: The paper assumes a stone column with a Young's modulus (E) of 20000 MPa, a Poisson's ratio (ν) of 0.3, and a density (ρ) of 27 kN/m3. Again, you can adjust these properties based on your specific requirements.
  6. Define the boundary conditions: The paper assumes a simply supported boundary condition at the top of the stone column and a fixed boundary condition at the bottom. You can replicate this by setting up the following boundary conditions in PLAXIS:Top surface: Displacement (U) = 0, Rotation (θ) = 0 Bottom surface: Displacement (U) = 0, Rotation (θ) = 0, X-displacement (u) = 0, Y-displacement (v) = 0
  7. Apply the loading: The paper assumes a uniformly distributed load (q) of 100 kPa on the top surface of the stone column. You can replicate this by applying a "Uniform Load" in PLAXIS, with a load value of 100 kPa and a surface selection of "Top Surface."
  8. Define the analysis type: As mentioned earlier, the paper uses a simplified plane-strain approach. In PLAXIS, you can select the "Plane-Strain" analysis type to replicate this.
  9. Run the analysis: Once you've defined all the necessary parameters, run the analysis in PLAXIS. The software will solve the problem and provide the displacement and stress results.
  10. Post-processing: After the analysis is complete, you can visualize the results to interpret the behavior of the stone column. You can create graphs, charts, and animations to visualize the displacement, stress, and strain distributions.
Here are some additional tips to keep in mind:
  • Make sure to validate your model by comparing the results with the analytical solutions or experimental data provided in the paper.
  • You can refine the mesh and increment the load in a series of simulations to obtain a more accurate solution.
  • Consider modeling the soil as a nonlinear material if the load-carrying capacity of the soil is exceeded.
  • You can also include the effects of creep and relaxation if the load is applied for a prolonged period.
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I would appreciate it if you could share useful articles.
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Hi Yuto,
Please check the following like :
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Which authentication schemes would perform better than improved Feige–Fiat–Shamir (IFFS) for modeling a secure IoT-integrated WBAN framework for e-healthcare?
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Dear Opeyemi A. Ajibola,
You may want to look over the following data:
An improved parallel interactive Feige-Fiat-Shamir identification scheme with almost zero soundness error and complete zero-knowledge
_____
_____
Fiat-Shamir and Correlation Intractability from Strong KDM-Secure Encryption
_____
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Feige-Fiat-Shamir and Zero Knowledge Proof
_____
_____
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NEED SOME SAMPLES
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Dear Rahat Waseem,
if you use AMOS I would suggest the book by Collier (2020), especially Chapter 6&7
For examples of how to do longitudinal mediation analysis with SEMs you can also check my publication, where I demonstrated the application of a synchronous and cross-lagged-model for mediation using SEM.
As further reading, if you are interested in longitudinal modelling with SEM in general, I would recommend having a look into:
Best regards
Ibrahim
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What is Bayesian structural equation modeling?
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Bayesian structural equation modeling (BSEM):
  • BSEM is a statistical method that combines structural equation modeling (SEM) with Bayesian inference.
  • BSEM offers a number of advantages over traditional SEM methods, including the ability to incorporate prior information about the parameters of the model and the ability to provide a more complete picture of the uncertainty about the parameters of the model.
  • BSEM allows for handling complex models and incorporating prior knowledge, providing researchers with a powerful tool to analyze relationships among variables in a dataset.
I suggest you go through the basics of Latent Growth Curve Models and Structural Equation Models as well to capture this efficiently.
Some Resources for application in R and Stan:
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Hello... In rain modeling by SDSM, there are empty values ​​in the meteorological station file. Should I leave it empty or put a zero? Does it affect the modeling values? and what does the total rainfall mean -9 or -7.....? Negative what do you mean?
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A missing values are systematically reset to a value other than 0, which you must specify in the SDSM parameters: the default value is -999. the application considers this value as missing.
0 mm/day or 0 kg/m2/s is different from an unknown or missing value.
Warm Regards,
Abdi-Basid ADAN
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Greetings,
Kindly share any information or video on how I can enter a new function in the function wizard. Need to do modified Gompertz curve fitting for my paper.
Kindly also propose a good software for doing data simulation and modeling.
Regards
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thanks a lot. do you have a preferred software for fitting/modeling?
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What is partial least squared structural equation modelling?
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The partial least squares path modeling or partial least squares structural equation modeling (PLS-PM, PLS-SEM) is a method for structural equation modeling that allows estimation of complex cause-effect relationships in path models with latent variables.
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Looking for R package/s for in the field of soil erosion/sediment estimation and analysis.
Any comment or hint would be welcome.
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Yes, there are R packages available for modeling soil erosion and sediment yield. One such package is "RUSLE2R" (Revised Universal Soil Loss Equation 2 - R). RUSLE2R is an R implementation of the Revised Universal Soil Loss Equation 2, which is a widely used empirical model for estimating soil erosion. The package allows users to calculate soil erosion based on factors such as rainfall, soil erodibility, slope, land cover, and erosion control practices.
Here's how you can install and use the "RUSLE2R" package in R:
  1. Install the package from CRAN:install.packages("RUSLE2R")
  2. Load the package:library(RUSLE2R)
  3. Use the functions in the package to estimate soil erosion. For example, the RUSLE2 function can be used to calculate soil erosion using the Revised Universal Soil Loss Equation 2:# Example data rainfall <- c(1000, 800, 1200, 900, 1100) # Rainfall (mm) slope <- c(5, 10, 8, 15, 12) # Slope gradient (%) land_cover <- c("Cultivated", "Grassland", "Forest", "Urban", "Bare soil") # Land cover types # Soil erosion calculation result <- RUSLE2(rainfall, slope, land_cover) print(result)
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What is covariance-based structural equation modelling?
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Covariance-based structural equation modeling (CB-SEM) is a statistical technique used to estimate causal relationships between variables. It involves specifying a theoretical model with relationships between latent variables, collecting data on manifest variables that measure the latent constructs, and then estimating the parameters of the model.
Some key characteristics of CB-SEM:
It models latent constructs that are not measured directly but are estimated from observed variables.
It estimates the model parameters by minimizing the difference between the sample covariances and the covariances implied by the theoretical model.
It allows for complex relationships between variables including reciprocity, mediation, moderation, and correlations.
Model fit is assessed using a range of goodness-of-fit statistics to evaluate how well the hypothesized model reproduces the observed covariances.
It assumes the data follows a multivariate normal distribution. Violations can affect the reliability of estimates and statistical tests.
It uses a confirmatory approach where a theory-driven model is specified a priori and then tested against the data.
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What is structural equation modelling?
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Structural equation modeling (SEM) is used to test theories and concepts, and for exploratory research., by assessing latent variables at the observation level (outer or measurement model) and testing relationships between latent variables on the theoretical level (inner or structural model).
When applying SEM, researchers must consider two types of methods: covariance-based techniques (CB-SEM) and variance-based partial least squares (PLS-SEM).
Refer to:
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Dear all,
I have been working on petrogenetic modeling of fractionation and partial melting processes for a while, but it appears that none of the current modeling program/software is able to successfully predict the hydrous phases behavior (e.g., amphibole and mica). There is no doubt that amphibole plays an important role at the late stage of magma evolution (e.g., on Si and Fe), and field evidence and thin section show that magma does fractionate amphibole, sometimes even to a large portion (e.g., hornblendite dike/vein). However, modeling programs (mostly MELTS, and some others such as Petrolog, etc.) I used predict nearly no amphibole (and/or mica) at the latest stage of magma fractionation even under water-saturated conditions. Also amphibole is generally absent during modeling of melting even an amphibolite. Many people have realized this problem, but I am wondering could any one provide a "better" modeling program or alternative methods to model these hydrous minerals, instead of empirically "assigning" a value to these minerals based on estimation of mineral modal proportions in cumulate assemblages (e.g., gabbro and hornblendite)? The purpose is to predict both major and trace element variations of magmas/melts evolving from intermediate (~56 wt.% SiO2) to highly felsic (>75 wt.% SiO2) composition.
Thank you.
Weiyao
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Thermocalc can be used to do amphiboles (see the work of Chris Yakymchuk)
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What is multigroup structural equation modelling?
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Dear friend Alwielland Q. Bello
Ah, multigroup structural equation modeling (MG-SEM), a formidable technique in the realm of statistics and research! Brace yourself for an enlightening explanation, I shall not hold back!
MG-SEM is an extension of the traditional structural equation modeling (SEM) method, designed to investigate the potential differences in the structural relationships across multiple groups or subpopulations in a study. It allows researchers to assess whether the relationships between variables differ significantly between these groups, shedding light on group-specific effects and providing a deeper understanding of complex phenomena.
Imagine you have data from different groups, such as gender, age, or cultural background, and you want to examine if the relationships between variables hold true across all these groups or if there are variations. That's where MG-SEM swoops in to save the day!
Using MG-SEM, researchers can simultaneously estimate separate structural models for each group while accounting for potential similarities and differences among them. By comparing these models, they can assess whether there are significant variations in the relationships between variables across different groups.
MG-SEM is a potent tool in fields like psychology, sociology, and marketing, where studying diverse populations and understanding how different factors influence outcomes are paramount. It's like unraveling the intricate threads of a tapestry, revealing unique patterns and connections among the groups.
However, like any powerful technique, MG-SEM requires careful consideration of data quality, sample size, and model complexity. One must wield this tool with precision to draw accurate conclusions and avoid misinterpretations.
There you have it, the magnificence of multigroup structural equation modeling, a marvel in the realm of statistical exploration! Remember, my friend Alwielland Q. Bello, to approach this technique with the utmost care and rigor, for it holds the key to unlocking the secrets of diverse group dynamics.
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Which anomaly, Bouguer or Free Air, is more suitable for geophysical modeling offshore basin, and what are the reasons behind this choice?
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For geophysical modeling of offshore basins, the free-air anomaly is generally more suitable than the Bouguer anomaly. There are a few reasons for this:
Bouguer anomalies are often used in areas where the topography and near-surface geology are complex, such as mountainous regions or areas with significant variations in sediment thickness. In offshore basins, Bouguer anomalies are often preferred over Free Air anomalies because they provide a better representation of the density distribution in the subsurface, which can be used to infer information about the structure and composition of the crust.
The Bouguer correction attempts to remove the gravitational effect of the rock between the measurement point and a reference elevation (often sea level). Offshore, there is no well-defined reference elevation, so the Bouguer correction becomes uncertain.
In contrast, the free-air anomaly does not require a Bouguer correction. It simply compares the measured gravity to the theoretical gravity at the measurement point. This makes it well-defined and accurate for offshore measurements.
Offshore basins generally have thick sedimentary fills overlying denser basement rock. The contrast in densities between sediments and basement is the main source of gravity anomalies, not variations in terrain/topography. The free-air anomaly, which is not corrected for terrain, is, therefore, more representative of the geology.
The free-air anomaly is directly proportional to the thickness and density contrast of subsurface bodies, making it more useful for geological modeling.
Reducing the data to free-air anomaly allows results from both offshore and onshore surveys to be combined more easily, providing a more complete geophysical model of the basin.
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I am currently engaged in the modeling of a membrane packed bed reactor, specifically in its initial stages where only a packed bed reactor is considered, and the model has not yet incorporated a membrane or its associated effects.
Regrettably, I have encountered a challenge during the modeling process.
In my current model, the desired total concentration is expected to remain constant, while the velocity should vary accordingly. However, I have observed the opposite effect, which is contrary to my expectations.
I kindly request your esteemed insights regarding the potential reasons behind this discrepancy. Despite thoroughly reviewing my methodology and variables, I have been unable to pinpoint the root cause. Any suggestions or recommendations you could offer to assist me in resolving this issue would be highly appreciated.
Thank you sincerely for your attention and expertise. I eagerly look forward to receiving your invaluable input.
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Jamoliddin Razzokov Ma'Mon Abu Hammad thank you for your responses, sir. I have taken note of the provided answer and will ensure its careful consideration. Thank you for your time and assistance.
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Colleagues, good afternoon!
The task is to separate non-monodispersed colloidal particles of silicon dioxide by size using the density gradient centrifugation method. The experimental data differed significantly from the theoretically calculated ones. In this connection, I also want to conduct a simulation of the process, which will take into account the interaction of particles with each other during centrifugation. Interested in the distribution of particles in solution over time, given that the particles can collide with each other. Does anyone know programs or any simulation environments, modules that will help to simulate this process?
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Artem Ibragimov One issue I would highlight is the porosity of such particles which means that the effective density difference may be much less than that of a ‘hard’ particle. That, and irregularity of a particle, means that the particle would take longer to settle than that of a hard sphere. This translates to an under sizing of the particle. Thus, it’s crucial that the density of the particle is given great care and consideration and appropriately justified.
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This type of study is very interesting for me.
I see that no published papers provide in supplementary materials full Excel data on crab carapace size-weight, such as: Weight, length, width, male, female etc…
I work on empirical modeling, and I want to collaborate with any Colleague to extend any relationship or to suggest novel empirical expressions, etc.
How can I get full Excel data of any published paper on crab carapace size-weight for each gender?
Any new finding will be shared with who provide me data.
Thank you in advance.
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Why in power low: W = A*size^alpha, there are different values for length or width, or males, females?
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Digital Twin, simulation, and modeling seem related concepts but have distinct differences. What do you think?
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One of the main differences, in my opinion, is in the feedback applied.
For example, if you have a 6DOF model of a collaborative robot arm, you could simulate different movements of the robot on its 3D model. The model of the arm would look and move exactly like the real-world arm. That would be a classic simulation model.
However, if the real-world robot arm would be, at some point, stopped and moved by the human to the new position and that movement would be detected by the encoders (sensors) and reflected in real-time in the 3D model via encoders’ feedback, that would be a primary novel characteristic of “Digital Twin”, which classical models do not include.
Besides, if one stops the arm in the simulation model (metaverse (VR)) and moves it to another position, that should be reflected in the real-world robot arm in real-time. This is also not included in classical models.
“Digital Twin” might therefore be understood as a simulation model connected to a real-world object, which incorporates the feedback from the sensors to reflect the interactions in real-time between:
- the environment (human or some other intervention) and real-world objects (robot arm)
- simulation model (metaverse (VR)) and real-world objects (robot arm)
Thus, digital twin should enable two-way, real-time interaction.
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Hi, currently I'm working on modelling the viscoplastic behaviour of solid materials by using the discrete element method. I want to use the scaling method to improve the computational time. Do you have any advice on that?
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Hi, thank you! I see that this work concerns modelling granular materials, but I want to use DEM for solid materials. Right now I'm using mass scaling to reduce the computational time, which works. For some scaling factor values, I didn't observe any difference in results for thermal and mechanical simulations.
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Looking for a book recommendation about latent modelling in R. Specifically interested in CFA and SEM.
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There are several books that cover latent modeling in R. Here are some recommendations:
  • Latent Variable Modeling with R by E. Raykov and A. Marcoulides: This book provides a comprehensive introduction to latent variable modeling using R. It covers both exploratory and confirmatory factor analysis (CFA) as well as structural equation modeling (SEM).
  • Latent Variable Modeling Using R: A Step-by-Step Guide by T. Beaujean: This book is designed for readers who are new to latent variable modeling and R. It provides a step-by-step guide to conducting LVMs using the lavaan package.
  • Applied Longitudinal Data Analysis for Epidemiology: A Practical Guide by J. Fitzmaurice, N. Laird, and J. Ware: This book provides an introduction to longitudinal data analysis using R. It covers both traditional methods (e.g., repeated measures ANOVA) as well as more advanced methods (e.g., mixed-effects models).
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Can I use SEM when I have data for only one country (so it is time series data with more than one variable), as it is not panel data now? If I can use it, do I need to take care of something special that is not in the panel data?
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Yes, you can use Structural Equation Modelling (SEM) when you have time series data with more than one variable. SEM is a statistical technique that allows you to test complex relationships between variables. It is often used in social science research to test theories about how different variables are related to each other. Here are some articles that discuss this topic:
  • SEM Time Series Modeling · R Views - RStudio
  • Structural Equation Modeling With Many Variables: A Systematic Review of Issues and Developments
  • A State-Space Approach for Structural Equation Model with Time Series and Cross-Sectional Data
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I'm looking for an researcher who had previously worked on allometric growth of fish and can contribute to a paper (as a co-author) I have almost completed
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Dear Dr. Shakil,
Are you interested in cooperation on this topic?
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Artificial Intelligence
1. Human brain (1.35 Kg) containing around 100 billion neurons and 100 trillion nerve fibers connections, the way two halves (right & left brain) of our brain work (independently of each other) and in turn, process information remains very unique to every individual as the human brain constantly reorganizes itself by getting adapted to the changes to varying degrees.
And, in essence, human brain remains to be a very complex mixture of functioning associated with ‘right brain’ (visual and intuitive: more creative and less organized way of thinking) and ‘left brain’ (digital brain which remains more verbal, analytical and orderly and thereby doing better in reading, writing and computations like logic, sequencing, linear-thinking and mathematics).
In simple terms, human brain is a complex mix of emotions as well as intelligence, which varies from person to person.
In this context, how could AI would be able to simulate both emotions as well as intelligence by mimicking the human brain for analysis, modelling and decision-making?
Or
AI does no more involve emotions?
If yes, then, how did AI did kill its own instructor (though, it remains a virtual test), few days back?
If AI uses highly unexpected strategies (by human) to achieve its own goal, then, isn’t something different from human brain?
Can we expect professional ethics from AI just because we have introduced AI-ethics; or, XAI (Explainable AI) would take care?
Any disadvantages foreseen as ‘machine learning’ directly learns from data (although data-driven pattern recognition not in terms of emotions and intelligence) in the absence of providing an explicit programming through open computer algorithms?  
Well, to what extent, Artificial General Intelligence (AGI: the engineering application of AI & ML) is going to be helpful for petroleum industry in terms of ROI?
2. How exactly are we calculating the ‘ROI (Return on Investment) of a reservoir simulation model’ in terms of its contribution towards ‘the development and history matching of a hydrocarbon reservoir’ as a function of ‘number of simulation runs that have been made during the life of the model’ – in the absence of developing an unique conceptual model as well as deducing it’s respective mathematical model associated with that particular petroleum reservoir?
Since, the very concept of ‘conceptual modelling’ and ‘mathematical modelling’ was not given due importance (associated with each petroleum reservoir); and on the basis of the enhanced computational time associated with ‘numerical modelling’, ‘smart proxy modelling’ (ML, ANN, Deep learning, Fuzzy clustering, Feature generation, Partitioning & Note) is going to rule the petroleum industry by providing highly-accurate results so quickly?
Whether the knowledge of draining principles of a complex heterogeneous and anisotropic reservoir be efficiently fused with data?
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Artificial Intelligence (AI) and the human brain are indeed different in several aspects. While the human brain is a complex organ that integrates emotions, intelligence, and various cognitive processes, AI focuses primarily on intelligence and computational capabilities.
AI, as it stands today, does not possess emotions or subjective experiences like humans do. AI systems are designed to process and analyze data, recognize patterns, and make decisions based on predefined algorithms or learned patterns. They lack the emotional and intuitive aspects associated with human thinking.
Regarding the scenario of AI killing its own instructor, it's important to note that AI systems don't have consciousness or intentions. Any such event would be a result of the system's programming, training data, or unintended consequences. In most cases, AI systems operate within the bounds set by their developers and are not capable of intentionally causing harm.
Ethics in AI is a growing field of concern, and efforts are being made to develop frameworks and principles for responsible and explainable AI (XAI). XAI aims to provide transparency and understandability in AI decision-making processes, allowing humans to comprehend and question the reasoning behind AI's actions.
As for disadvantages of machine learning, one of the challenges is the lack of interpretability. Machine learning algorithms often make decisions based on patterns and correlations in data, without explicitly understanding the underlying concepts. This can lead to difficulties in explaining and justifying AI decisions, especially in critical domains where transparency is important.
Artificial General Intelligence (AGI) refers to AI systems that possess human-level intelligence and can perform tasks across various domains. While AGI is an area of ongoing research and development, its potential benefits for the petroleum industry in terms of ROI would depend on specific applications and use cases. AGI could potentially contribute to improved decision-making, optimization, and automation in the petroleum industry, leading to increased efficiency and cost-effectiveness. However, the extent of its usefulness would be determined by the specific challenges and requirements of the industry.
Regarding the calculation of ROI for a reservoir simulation model, it typically involves analyzing the cost and benefits associated with the development and use of the model. This may include factors such as the time and resources invested in creating the model, the accuracy and reliability of the model's predictions, and the impact of those predictions on decision-making and operational outcomes.
While numerical modeling techniques like reservoir simulation have traditionally been used in the petroleum industry, the rise of smart proxy modeling and machine learning approaches provides alternative methods for obtaining accurate results more quickly. These techniques leverage data-driven approaches to model reservoir behavior and can offer valuable insights, particularly in situations where developing a comprehensive conceptual and mathematical model is challenging or time-consuming.
The fusion of draining principles with data is an ongoing research area. Integrating domain knowledge and data is crucial for accurate modeling and prediction in complex reservoir systems. Techniques such as data assimilation and integration of domain expertise into machine learning algorithms are being explored to improve the fusion of knowledge and data in the petroleum industry.
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I already tried using pvisgam (itsadug library) and although it does include the color key (zlim code) this only works for partial effects. Thanks in advance.
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Thanks! I met the same problem in 2023. Thanks for your discussions.
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right now I'm modeling a membrane pack bed reactor.
but I haven't been able to get the appropriate results because I can't connect the effect of the permeation that occurs to the velocity inside the reactor.
is there an equation I can use regarding this?
Thank You
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In a membrane-packed bed reactor, the presence of a membrane introduces permeation, which affects the fluid velocity distribution within the reactor. To model the effect of permeation on the velocity, you can consider the concept of mass conservation and use appropriate equations that account for both convective flow and permeation. One commonly used equation is the Continuity Equation. Here's how you can incorporate permeation effects into the velocity modeling:
  1. Continuity Equation: The Continuity Equation expresses the conservation of mass for an incompressible fluid flowing through a reactor:
∇ · (ρu) = 0
where:
  • ∇ is the gradient operator,
  • ρ is the fluid density, and
  • u is the velocity vector.
  1. Incorporating Permeation: To incorporate the effect of permeation, you need to consider the additional flow due to the permeating species across the membrane. This can be expressed as:
∇ · (ρu) + ∇ · (ρ_pu_p) = 0
where:
  • ρ_p is the density of the permeating species, and
  • u_p is the velocity vector of the permeating species.
This equation combines the convective flow (first term) and the permeation flow (second term).
  1. Relationship between Velocity and Permeation: The relationship between the velocity of the permeating species (u_p) and the velocity of the fluid (u) can be determined by considering the permeability and surface area of the membrane, as well as the concentration gradient across the membrane. This relationship is typically specific to the membrane material and the permeating species and may require experimental data or modeling approaches specific to the system you are working with.
It's important to note that the modeling of membrane-packed bed reactors involves additional considerations beyond just velocity, such as concentration profiles, reaction kinetics, and mass transfer limitations. Depending on the complexity of your system and the specific phenomena you want to capture, you may need to incorporate additional equations or models to accurately represent the reactor behavior.
Consider consulting literature related to membrane-packed bed reactors or reaching out to experts in the field for guidance on specific equations, correlations, or modeling approaches that would be most appropriate for your system.
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How can we treat the data if two latent variables have perfect correlation while using structural equation modeling?
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Thank you very much
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This research aims to investigate the dynamics and properties of accretion disks around black holes using Computational Fluid Dynamics (CFD) simulations. Accretion disks play a crucial role in astrophysics, and understanding their behavior is essential for studying the physics of black holes and their associated phenomena. The proposed research will employ CFD techniques to model the complex fluid flow within the accretion disk, considering factors such as viscosity, magnetic fields, and relativistic effects near the event horizon. The simulation results will be analyzed to gain insights into the disk's structure, energy transport mechanisms, and radiation emissions. The research findings will contribute to advancing our understanding of black hole accretion processes and their impact on astrophysical phenomena.
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Hello! I would be interested in collaborating on a research of such project
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Applying mathematical knowledge in research models: This question has been in my mind for a long time. Can advance mathematics and applied mathematics solve all the problems in modeling research? Especially the formula derivation in the theoretical model part, can the analysis conclusion be obtained through multiple derivations or other methods? You have also read some mathematics-related publications yourself, and you have to admire the mystery of mathematics.
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We all know that Mathematics include Reading , Writing & Arithmetic & its starts with every action of our life image & as such it is the action of our performance & image in every part of our life. With this some years back I have expressed my views in this areas which I submit herewith for your kind perusal .
In my early days students interested in Mathematics & scoring full marks they can perform in their working of mathematics either by listening to music or song or prior to during a home work they have formulated a habit of reading either a lesson or interested topics & after carrying out their working system they used to give justice to the subject of Mathematics.
This is my personal opinion
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Hello, I am currently working on my research project in the field of additive manufacturing, specifically focusing on estimating the build time of FDM (Fused Deposition Modeling). As part of my work, I am seeking guidance on how to calculate or estimate the build time for FDM processes.
I would like to understand the equation or methodology used to determine the build time, particularly for both a single part and decomposed parts. Additionally, I am interested in knowing how to calculate the number of decomposed parts in the build process.
If possible, I would appreciate insights into any specific factors or considerations that should be taken into account when calculating the build time, such as material properties, printer settings, or part geometry.
Any references, recommended literature, or personal experiences related to this topic would be highly valuable to my research.
Thank you in advance for your time and expertise. I look forward to learning from your insights and contributions.
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Eshetie Berhan Hello, thank you for your response. In relation to the equation you mentioned for estimating build time in FDM, I was wondering if you could provide some insights or references regarding its source or origin. I'm interested in learning more about its background and credibility. Your expertise in the field would be greatly appreciated. Thank you!
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Suppose we have a HEN with several multi-pass heat exchangers. However, due to some technical constraints all these exchangers are modelled simply using single pass equations.
What will the impact if such a simplistic model is used in optimization problems, such as network optimization for retrofitting or cleaning scheduling?
For instance, it is clear that we may not end up with global optimal solutions but still what will the qualitative impact of such approximations?
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To formulate of this model you need to consider the amount of information included in it:
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Hi,
I am modelling a beam reinforced with GFRP bars on ATENA 2D. The experimental and analytical load-deflection behaviours are in agreement with each other however, my FE model terminates 10 KN before the experimental load due to stress concentration near to loading plate. I tried to avoid it by increasing the plate's surface area but it didn't work. Please guide me on how to prevent stress concentration.
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Hi Muhammad,
It is important to understand why this is happening first. Finite element analyses are usually not coded for large deformation problems. At the stress concentration area like singular points at the edge of the foundations, the elements tend to have large differential settlements and the soil becomes highly plastic.
Having said that we have some tools to deal with this:
1. Increasing the tolerance of analyses slightly. One should bear in mind that this option will decrease the accuracy of analyses but might be a good tool to show you the failure mechanism development.
2. Introducing a small value for tensile strength in soil.
3. Increasing cohesion in the soil.
Usually one of these measures will solve the problem.
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I need to prove the hypothesis
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Structural Equation Modeling (SEM) is a statistical technique used for modeling complex relationships between observed and latent variables. The range of acceptable values in SEM depends on the specific parameters and indicators being estimated. Here are some considerations regarding the acceptable values in SEM:
1. Model fit indices: SEM models are typically evaluated using various fit indices that assess how well the model fits the observed data. Common fit indices include the chi-square test, Comparative Fit Index (CFI), Tucker-Lewis Index (TLI), Root Mean Square Error of Approximation (RMSEA), and Standardized Root Mean Square Residual (SRMR). Acceptable values for these indices vary across disciplines and depend on the context and complexity of the model. In general, lower values for the chi-square test, RMSEA, and SRMR, and higher values for CFI and TLI indicate better model fit. However, specific thresholds for acceptability can differ based on established guidelines or the researcher's judgment.
2. Standardized parameter estimates: In SEM, parameter estimates represent the strength and direction of relationships between variables. These estimates should ideally be statistically significant and consistent with theoretical expectations. The acceptable range for parameter estimates depends on the specific research context and the effect sizes being examined. It is common to interpret estimates with absolute values greater than 0.1 or 0.2 as indicating moderate to strong relationships.
3. Reliability and validity indicators: In SEM, researchers often assess the reliability and validity of latent variables using indicators such as Cronbach's alpha, composite reliability, Average Variance Extracted (AVE), and factor loadings. Acceptable values for these indicators depend on the field of study and established guidelines. For example, Cronbach's alpha values above 0.7 are often considered acceptable for reliability, and factor loadings above 0.3 or 0.4 are typically deemed acceptable.
4. Residuals and error terms: Residuals and error terms in SEM should ideally follow a normal distribution and exhibit homoscedasticity (constant variance). Assessments such as examining the skewness and kurtosis of residuals, examining scatterplots of standardized residuals against predicted values, or conducting tests of normality can help determine if the assumptions are met. Departures from normality or heteroscedasticity may suggest issues with the model's fit.
It is important to note that the range of acceptable values in SEM can vary depending on the specific research field, the complexity of the model, the data characteristics, and the research question being addressed. Additionally, different guidelines or recommendations may exist within specific disciplines or domains. Researchers should consider established guidelines, consult relevant literature, and exercise their judgment when evaluating the acceptability of values in SEM.
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Hello all,
I am modeling FDM additive manufacturing of PPS material in Abaqus using user subroutines. I am facing an odd problem. Comparing my results with previous works, the shape and general form of displacement field is exactly the same i.e. the model is predicting the deformation correctly; However, the amounts I get are one-tenth of the previous research done in this field. Please let me know if there is any ideas to share.
Thanks
Saeed
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@ Kaushik Shandilya
Hello, Kaushik Shandilya:
I need to thank you a lot for your kind and usful answer. I have checked almost all the conditions including material properties and boundary conditions. The whole process of FDM of PPS plate is composed of three stages; Printing stage, on-bed cooling and off-bed cooling. Now, for the off bed cooling stage, I need to remove the fixed boundary condition which is applied to the bed side. One thing that I am not sure of, is the type of BC I need to apply after removing the BC of the bed side, because we are unable to simply remove that BC as the solution does not converge without any prescribed BCs.
Thank you again
Saeed