Trapezoidally corrugated steel shear wall under cyclic loading Abaqus
In this example we intend to simulate trapezoidally corrugated steel shear wall under cyclic loading in the Abaqus software
As you observe in the picture, this Model is composed of corrugated plate, top beam, bottom beam, column and stiffener
In this question, a cyclic loading is applied to the top of the model and following that it’s hysteresis diagram will be drawn
In this picture, the hysteresis diagram gained from the Abaqus software has been compared with the experimental results
This problem consists of two parts: 1- buckling analysis 2- hysteresis analysis
First, buckling analysis is performed and buckling modes are extracted. Then, the initial imperfection is defined using buckling modes
In these pictures, deformation of the steel plate shear wall undergoing the cyclic loading can be observed
This project has been validated, which means that the results obtained from Abaqus software are similar to the results of the article. In other words, this project is based on the article
Information about this tutorial |
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You will receive these files after purchase | Full video (Step by step) Cae file inp file Excel file (Amplitude loading) Excel file (Results) Paper (Article) |
The language of the video | English |
Duration of the video | Is 54 minutes |
Size of all files | Is 625 MB |
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