Numerical modeling of reinforced masonry walls under lateral loading at the component level response as opposed to system level response

Author:

Abdellatif Ahmed,Shedid Marwan,Okail Hussien,Abdelrahman Amr

Publisher

Elsevier BV

Subject

General Engineering

Reference31 articles.

1. System-level displacement and performance-based seismic design parameter quantifications for an asymmetrical reinforced concrete masonry building;Heerema;J Struct Eng,2015

2. Influence of floor diaphragm wall coupling on the system-level seismic performance of an asymmetrical reinforced concrete block building;Ashour;J Struct Eng,2016

3. Experimental assessment of the system-level seismic performance of an asymmetrical reinforced concrete block-wall building with boundary elements;Ezzeldin;J Struct Eng,2017

4. Seismosoft. SeismoStruct v6.5 – A computer program for static and dynamic nonlinear analysis of framed structures. available from ; 2013.

5. Alternative strategies to enhance the seismic performance of reinforced concrete-block shear wall systems;Shedid;J Struct Eng,2010

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