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 |
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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 | English |
Duration of the video | Is 87 minutes |
Size of all files | Is 660 MB |
Video quality | Full HD, 1080p |
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Price | $ 15 |
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