Steel Plate Shear Wall with Coupling under cyclic loading (hysteresis analysis) Abaqus
In this example we intend to simulate hysteresis analysis of the Steel-Plate Shear Wall with Coupling in the Abaqus software
As you observe in this picture, model is composed of column , beam , RBS beam , coupling beam , HSS , plate and fin
In this question a cyclic loading will be applied to the top of the shear wall and following that its hysteresis will be drawn
In this picture , the hysteresis diagram obtained from the Abaqus software has been compared with 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 , you can observe deformation of the shear wall under cyclic loading
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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