Performing shear test on simple model of masonry prism using SAP2000?

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Ahmad Fathi

Hi Ali,

I think the following paper will solve your problem.

Article Characterization of mechanical behaviour of grey clay brick ...

Regards,

Ahmad

Ali Gamra

Dear Ahmed,

Thanks for providing this useful information. I can see that shear was validated by means of vertical and horizontal displacements, and the model was subjected to a sudden crack widening that led to higher displacements about the mid to high load application.

Thanks for your help!

Ali Jalaeefar

Is it a linear modeling or nonlinear one?

Hi Ali Jalaeefar , a nonlinear model will be ideal. Many thanks

Pedram Poshtiban

https://www.youtube.com/channel/UCFV4j8TGclSxEdkb6SG8PtA/featured?view_as=subscriber