Hysteresis analysis of the three-story steel plate shear wall in the Abaqus

Hysteresis analysis of the three-story steel plate shear wall in the Abaqus

In this example we intend to simulate hysteresis analysis of the three-story steel plate shear wall in the Abaqus software

As you observe in this picture, the model is composed of beam, column, plate and stiffener

In this question, first the shear wall undergoes a vertical load and then a cyclic loading is applied to the shear wall

In this picture, the hysteresis diagram gained from the Abaqus software has been compared with those results obtained from the Article

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 undergoing a cyclic loading can also 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

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