Four-story coupling steel plate shear wall under cyclic loading in the Abaqus
In this example we intend to simulate the 4-story coupling steel plate shear wall under cyclic loading in the Abaqus software
As you observe in the picture, this Model is composed of plate, coupling beam, top RBS beam , middle RBS beam, exterior column and interior column
In this question, a cyclic loading is applied to 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, deformation of the Model 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) |
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