Low-yield-strength (LYS) steel plate shear wall under cyclic loading Abaqus

In this example we intend to simulate low-yield-strength (LYS) steel plate shear wall under cyclic loading in the Abaqus software

As you observe in the picture, this Model is composed of plate, column, top beam, middle beam, bottom beam and stiffener

In this question, a cyclic loading is applied to the top of the model 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 these pictures, deformation of the steel plate shear wall 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

Full video (Step by step)

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inp file

Excel file (Amplitude loading)

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Is 53 minutes

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Is 410 MB

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