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Seismic behavior of semi-supported steel shear wall Abaqus

In this example we intend to simulate the semi-supported steel shear wall undergoing a cyclic loading in the Abaqus software

As you observe, this Model is composed of beam, plate, main column, secondary column, auxiliary column, stiffeners and hinges

In this question, the beam and column has been connected together using hinges and in this picture, the place on which hinges stand has been distinguished

In this question , a cyclic loading is applied to the top of the 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, the deformation of the shear wall under 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

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)

The language of the video


Duration of the video

Is 104 minutes

Size of all files

Is 908 MB

Video quality

Full HD, 1080p

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