Aydin Shishehgaran

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Computational Predictions for Predicting the Performance of Structure

Original price was: € 340.0.Current price is: € 306.0.

This package focuses on developing and applying predictive models for the structural analysis of steel and concrete components subjected to fire and subsequent earthquake loading. To accurately simulate the complex behavior of these structures, finite element analysis (FEA) using ABAQUS is employed. The Taguchi method optimizes the number of samples needed for FE analysis, and this method is used with SPSS after explanation its concept. However, due to the computational demands of FEA, various machine learning techniques, including regression models, Gene Expression Programming (GEP), Adaptive Network-Based Fuzzy Inference Systems (ANFIS), and ensemble methods, are explored as surrogate models. These models are trained on large datasets of FEA results to predict structural responses efficiently. The performance of these models is evaluated using statistical metrics such as RMSE, NMSE, and coefficient of determination.

0 days 00 hr 00 min 00 sc

Damage Prediction in Reinforced Concrete Tunnels under Internal Water Pressure

Original price was: € 370.0.Current price is: € 333.0.

This tutorial package equips you with the knowledge and tools to simulate the behavior of reinforced concrete tunnels (RCTs) subjected to internal water pressure. It combines the power of finite element (FE) modeling with artificial intelligence (AI) for efficient and accurate analysis. The Taguchi method optimizes the number of samples needed for FE analysis, and this method is used with SPSS after explanation its concept.

By leveraging Artificial Intelligence (AI) techniques such as regression, GEP, ML, DL, hybrid, and ensemble models,  we significantly reduce computational costs and time while achieving high accuracy in predicting structural responses and optimizing designs.

0 days 00 hr 00 min 00 sc

Computational Modeling of Steel Plate Shear Wall (SPSW) Behavior

Original price was: € 320.0.Current price is: € 288.0.

This course equips engineers with the tools to design and analyze Steel Plate Shear Walls (SPSW) and Reinforced Concrete Shear Walls (RCSW) subjected to explosive loads. Traditional Finite Element (FE) simulation is time-consuming and requires numerous samples for accurate results. This package offers a more efficient approach using Artificial Intelligence (AI) models trained on FEA data. You'll learn to develop FE models of SPSW and RCSW in ABAQUS software, considering material properties, interactions, and boundary conditions. The Taguchi method optimizes the number of samples needed for FE analysis, and this method is used with SPSS after explanation its concept.

We then delve into AI modeling using MATLAB. Explore various methods like regression, Machine Learning (ML), Deep Learning (DL), and ensemble models to predict the behavior of SPSW and RCSW under blast loads. Statistical analysis helps compare model accuracy. By combining FE analysis with AI models, you'll gain a powerful tool for designing blast-resistant structures while saving time and resources.

0 days 00 hr 00 min 00 sc

Bypass Viscous Damper Performance Assessment in 8-story structure | Seismic Behavior in Masonry Cladding

Original price was: € 230.0.Current price is: € 207.0.

In this package, the dynamic behavior of a developed bypass viscous damper is evaluated. The developed bypass viscous damper is an advanced seismic protection device that features a flexible, high-pressure hose as an external orifice, which acts as a thermal compensator to reduce viscous heating during dynamic events. This damper's performance can be adjusted by modifying the hose's dimensions, enabling precise control over its damping properties. The package includes comprehensive simulations and experimental validations using CFD models in ABAQUS and structural analysis in SAP2000. A simplified design procedure for incorporating these dampers into structures is also provided, demonstrated through the case study of an 8-story hospital, showing reduced structural demands and improved performance of nonstructural elements during seismic events.

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