Design of RC Shear Wall Buildings at Different Performance Levels-Reference-Cited by-同舟云学术

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Design of RC Shear Wall Buildings at Different Performance Levels

Published:2024-12 Issue:4 Volume:30 Page:
ISSN:1076-0431
Container-title:Journal of Architectural Engineering
language:en
Short-container-title:J. Archit. Eng.

Author:

Elsharawy Mohamed¹^ORCID,El-Sokkary Hossam²^ORCID

Affiliation:

1. Assistant Professor, Dept. of Civil and Construction Engineering, Imam Abdulrahman Bin Faisal Univ., Dammam 34212, Eastern Province, Saudi Arabia. ORCID: .

2. Assistant Professor, Dept. of Civil and Construction Engineering, Imam Abdulrahman Bin Faisal Univ., Dammam 34212, Eastern Province, Saudi Arabia (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JAEIED.AEENG-1692

Reference25 articles.

1. Adebar, P., J. Mutrie, R. De Vall, and D. Mitchell. 2014. “Seismic design of concrete buildings: The 2015 Canadian building code.” In Proc., 10th U.S. National Conf. on Earthquake Engineering. Oakland, CA: Earthquake Engineering Research Institute (EERI).

2. ASCE. 2017. Seismic rehabilitation of existing buildings. ASCE SEI 41-17. Reston, VA: ASCE.

3. Seismic performance of a 12-storey ductile concrete shear wall system designed according to the 2005National building code of Canadaand the 2004 Canadian Standard Association standard A23.3

4. Development of a Rotation Algorithm for Earthquake Damage Diagnosis

5. CSA (Canadian Standard Association). 2005. Concrete design handbook. CAN/CSA-A23.3-04. Ottawa, ON, Canada: Canadian Portland Cement Association.

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