Analysis of Reinforced Concrete Shear Walls with Different End Configurations for Seismic Design-Reference-Cited by-同舟云学术

Analysis of Reinforced Concrete Shear Walls with Different End Configurations for Seismic Design

Published:2023-06 Issue:6 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

El-Azizy Omar A.¹,Ezzeldin Mohamed²^ORCID,El-Dakhakhni Wael³

Affiliation:

1. Ph.D. Graduate, Dept. of Civil Engineering, McMaster Univ., 1280 Main St. West, Hamilton, ON, Canada L8S 4L7.

2. Assistant Professor, Dept. of Civil Engineering, McMaster Univ., 1280 Main St. West, Hamilton, ON, Canada L8S 4L7 (corresponding author). ORCID: .

3. Professor, Dept. of Civil Engineering, McMaster Univ., 1280 Main St. West, Hamilton, ON, Canada L8S 4L7.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-11954

Reference28 articles.

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2. Test of high-rise core wall: Effective stiffness for seismic analysis;Adebar P.;ACI Struct. J.,2007

3. Seismic Collapse Risk Assessment of Low-Aspect-Ratio Reinforced Concrete Shear Walls Using the FEMA P695 Methodology

4. Canterbury Earthquake Royal Commission Report. 2011. “Seismic performance Christchurch building under the Canterbury Earthquake.” Accessed November 19 2019. http://canterbury.royalcommission.govt.nz/Final-Report-Volume-One-Contents.

5. Chopra, A. 2000. Dynamics of structures: Theory and application to earthquake engineering. 2nd ed. Englewood Cliffs, NJ: Prentice Hall Inc.

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