Drift Capacity at Axial Failure of RC Structural Walls and Wall Piers-Reference-Cited by-同舟云学术

Drift Capacity at Axial Failure of RC Structural Walls and Wall Piers

Published:2021-06 Issue:6 Volume:147 Page:04021062
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Abdullah Saman A.¹^ORCID,Wallace John W.²

Affiliation:

1. Research Scholar, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095-1593; Lecturer, College of Engineering, Dept. of Civil Engineering, Univ. of Sulaimani, Kurdistan Region, Sulaymaniyah, Iraq (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095-1593.

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.0003009

Reference31 articles.

1. Abdullah S. A. 2019. “Reinforced concrete structural walls: Test database and modeling parameters.” Ph.D. dissertation Dept. of Civil and Environmental Engineering Univ. of California.

2. Drift capacity of RC structural walls with special boundary elements;Abdullah S. A.;ACI Struct. J.,2019

3. Reliability-based design methodology for reinforced concrete structural walls with special boundary elements;Abdullah S. A.;ACI Struct. J.,2020

4. Effect of axial loads in the seismic behavior of reinforced concrete walls with unconfined wall boundaries

5. Albidah A. 2016. “Vulnerability and risks of collapse of structural concrete walls in regions of low to moderate seismicity.” Ph.D. dissertation Dept. of Infrastructure Engineering Univ. of Melbourne.

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