Seismic behavior of the welded unreinforced flange-welded web (WUF-W) connection to column Abaqus

This project includes full video (step by step) – Cae file – inp file – Excel files and paper


Accordion Web RBS (AW-RBS) connection under cyclic loading Abaqus

In this example we intend to simulate the hysteresis analysis of the accordion web RBS Connection in the Abaqus software

As you observe in this picture, this Model is composed of Beam, column, panel zone plate, corrugated plate as well as continuity plate

In this question, a cyclic loading is applied to the top of the column and following that It’s hysteresis diagram will be drawn and in this picture the hysteresis diagram gained from the Abaqus software has been compared with experimental results

In this picture, the deformation of the Model undergoing 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

Full video (Step by step)

Cae file

inp file

Excel file (Amplitude loading)

Excel file (Results)

Paper (Article)

You will receive these files after purchase


The language of the video

Is 43 minutes

Duration of the video

Is 390 MB

Size of all files

Full HD, 1080p

Video quality

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

Method of receiving

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Method 2 (PayPal) : Contact us by email to purchase with PayPal

Payment Method

$ 18


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