Seismic performance of steel beam to column connection with tapered beam flange Abaqus
In this example, we intend to simulate the seismic performance of steel beam to column connection with tapered beam flange in the Abaqus software
As you observe in this picture , the model composed of link beam , stub beam , column and two continuity plates which have been placed inside the column
In this problem, a cyclic loading will be applied to the end of the beam and then, its hysteresis diagram will be drawn
In this picture, the hysteresis 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 (Amplitude loading) Excel file (Results) Paper (Article) |
The language of the video | English |
Duration of the video | Is 47 minutes |
Size of all files | Is 340 MB |
Video quality | Full HD, 1080p |
Method of receiving | After payment, the download link will be sent to your email immediately |
Payment Method | Method 1 (Visa Card/MasterCard) : You can buy online using Visa Card and MasterCard Method 2 (PayPal) : Contact us by email to purchase with PayPal |
Price | $ 12 |
Contact us | Email : saeedofmoeini@gmail.com |
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