Seismic-Response Analysis of RC C-Shaped Core Walls Subjected to Combined Flexure, Shear, and Torsion-Reference-Cited by-同舟云学术

Seismic-Response Analysis of RC C-Shaped Core Walls Subjected to Combined Flexure, Shear, and Torsion

Published:2018-10 Issue:10 Volume:144 Page:04018165
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Arabzadeh Hamid¹,Galal Khaled²^ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montréal, QC, Canada H3G 1M8.

2. Professor, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montréal, QC, Canada H3G 1M8 (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.0002181

Reference32 articles.

1. Adebar P. E. Dezhdar and J. Yathon. 2014. “Accounting for higher mode shear forces in concrete wall buildings: 2014 CSA A23. 3. In Proc. 11th Canadian Conf. on Earthquake Engineering. Vancouver BC Canada: Canadian Association for Earthquake Engineering.

2. Ambroise S. Y. Boivin and P. Paultre. 2013. “Parametric study on higher mode amplification effects in ductile RC cantilever walls designed for Western and Eastern Canada.” In Proc. 42nd Annual Conference of the Canadian Society for Civil Engineering Montreal Quebec Canada.

3. Seismic Collapse Risk Assessment and FRP Retrofitting of RC Coupled C-Shaped Core Walls Using the FEMA P695 Methodology

4. Earthquake time histories compatible with the 2005National building code of Canadauniform hazard spectrum

5. Inelastic Wide-Column Models for U-Shaped Reinforced Concrete Walls

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