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Seismic behavior of steel structure with end-plate-replaceable shear link Abaqus

In this example we intend to simulate the steel structure with end-plate-connected replaceable shear link under a cyclic loading in the Abaqus software

As you observe, this Model is composed of beam, column, shear link, end plate, cover plate, bolt ,stiffeners and continuity plate

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 results gained from the abaqus software have been compared with the experimental results. As you observe, there is a good conformity between the abaqus results and experimental results

In this picture, the hysteresis diagram gained from the Abaqus software has been compared with the experimental 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

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 87 minutes

Size of all files

Is 660 MB

Video quality

Full HD, 1080p

Method of receiving

After payment, the download link will be sent to your email immediately

Payment Method

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$ 15

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