In-plane cyclic response of high-rise reinforced concrete masonry structural walls with boundary elements

Author:

Aly Nader,Galal Khaled

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference26 articles.

1. National Building Code of Canada (NBCC). Institute for Research in Construction. Ottawa, Ontario, Canada: National Research Council of Canada; 2015.

2. Canadian Standards Association (CSA). Design of masonry structures. S304-14. Mississauga, Ontario, Canada; 2014.

3. Seismic performance and height limits of ductile reinforced masonry shear wall buildings with boundary elements;Aly;Eng Struct,2019

4. Aly N, Galal K. Influence of ductile shear wall ratio on the seismic performance of reinforced concrete masonry shear wall buildings. In: 13th North Am. Mason. Conf., Salt Lake City, Utah, United States of America: The Masonry Society; 2019. p. 1462–74.

5. Effect of ductile shear wall ratio and cross-section configuration on the seismic behavior of reinforced concrete masonry shear wall buildings;Aly;J Struct Eng,2020

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