Seismic behavior of semi-supported steel shear wall Abaqus
In this example we intend to simulate the semi-supported steel shear wall undergoing a cyclic loading in the Abaqus software
As you observe, this Model is composed of beam, plate, main column, secondary column, auxiliary column, stiffeners and hinges
In this question, the beam and column has been connected together using hinges and in this picture, the place on which hinges stand has been distinguished
In this question , a cyclic loading is applied to the top of the shear wall 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 this picture, the deformation of the shear wall under 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 104 minutes |
Size of all files | Is 908 MB |
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Price | $ 22 |
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