SPSW with partial length connection to column under push-over loading Abaqus
In this example, we intend to simulate the steel plate shear wall with partial length connection to column under push-over loading in the Abaqus software
In the right picture, the laboratory model and in the left picture, the sample having been simulated in the Abaqus software can be observed
In this question the beams and columns have been connected together using hinges
In this problem, a monotonic push-over loading will be applied to the beam and then, the Force-displacement diagram of the Model will be drawn
In this picture, the Force-displacement diagram having been obtained from the Abaqus software has been compared with the laboratory results
In this picture, you can observe the deformation of the model under the cyclic loading
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 (Results) Paper (Article) |
The language of the video | English |
Duration of the video | Is 44 minutes |
Size of all files | Is 285 MB |
Video quality | Full HD, 1080p |
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Price | $ 12 |
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