Development of Fragility Curves for Reinforced-Masonry Structural Walls with Boundary Elements-Reference-Cited by-同舟云学术

Development of Fragility Curves for Reinforced-Masonry Structural Walls with Boundary Elements

Published:2018-08 Issue:4 Volume:32 Page:04018034
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Hamzeh Layane¹,Ashour Ahmed²,Galal Khaled³^ORCID

Affiliation:

1. Ph.D. Student, Dept. of Building, Civil, and Environmental Engineering, Concordia Univ., 1515 Ste-Catherine St. West, Montréal, QC, Canada H3G 2W1.

2. Postdoctoral Fellow, Dept. of Building, Civil, and Environmental Engineering, Concordia Univ., 1515 Ste-Catherine St. West, Montréal, QC, Canada H3G 2W1; presently, on leave, Assistant Professor, Faculty of Engineering, Cairo Univ., Cairo, Egypt.

3. Professor, Dept. of Building, Civil, and Environmental Engineering, Concordia Univ., 1515 Ste-Catherine St. West, Montréal, QC, Canada H3G 2W1 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001174

Reference28 articles.

1. Plastic hinge lengths in high-rise concrete shear walls;Bohl A.;ACI Struct. J.,2011

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