Steel plate shear wall with two rectangular openings under cyclic loading Abaqus
In this example, we intend to simulate steel plate shear wall with two rectangular openings under cyclic loading in the Abaqus software.
In this picture, the laboratory model can be observed
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 problem, a hysteresis loading will be applied to top beam and then, the hysteresis diagram of the Model will be drawn
In this picture, the hysteresis diagram having been obtained from the Abaqus software has been compared with the laboratory results
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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