Experimental Investigation of Axial Load and Detailing Effects on the Inelastic Response of Reinforced-Concrete Masonry Structural Walls with Boundary Elements-Reference-Cited by-同舟云学术

Experimental Investigation of Axial Load and Detailing Effects on the Inelastic Response of Reinforced-Concrete Masonry Structural Walls with Boundary Elements

Published:2020-12 Issue:12 Volume:146 Page:04020259
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Aly Nader¹^ORCID,Galal Khaled²^ORCID

Affiliation:

1. Ph.D. Graduate, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montréal, QC, Canada H3G 2W1. ORCID: .

2. Professor, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montréal, QC, Canada H3G 2W1 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002842

Reference21 articles.

1. Aly N. and K. Galal. 2019a. “Influence of ductile shear wall ratio on the seismic performance of reinforced concrete masonry shear wall buildings.” In Proc. 13th North American Masonry Conf. 1462–1474. Salt Lake City UT: Masonry Society.

2. Seismic performance and height limits of ductile reinforced masonry shear wall buildings with boundary elements

3. Effect of Ductile Shear Wall Ratio and Cross-Section Configuration on Seismic Behavior of Reinforced Concrete Masonry Shear Wall Buildings

4. Force- and Displacement-Based Seismic Performance Parameters for Reinforced Masonry Structural Walls with Boundary Elements

5. Seismic Performance Quantification of Reinforced Masonry Structural Walls with Boundary Elements

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