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

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

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Description

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

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

English

The language of the video

Is 87 minutes

Duration of the video

Is 660 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

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

Payment Method

$ 15

Price

Email : saeedofmoeini@gmail.com

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