Seismic Collapse Risk Assessment of Low-Aspect-Ratio Reinforced Concrete Shear Walls Using the FEMA P695 Methodology-Reference-Cited by-同舟云学术

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

Published:2023-02 Issue:2 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Akl Ahmed¹^ORCID,Ezzeldin Mohamed²^ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L7; On Leave, Ain Shams Univ., Cairo, Egypt. ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L7 (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

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003505

Reference62 articles.

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

2. Fragility and economic evaluations of high-strength reinforced concrete shear walls in nuclear power plants;Abouyoussef M.;J. Struct. Eng.,2022

3. Adorno-Bonilla C. M. 2016. “Shear strength and displacement capacity of squat reinforced concrete shear walls.” Ph.D. dissertation Dept. of Civil Engineering Univ. of Puerto Rico Mayagüez.

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

5. Quantification of the Impact of Detailing on the Performance and Cost of RC Shear Wall Buildings in Regions with High Uncertainty in Seismicity Hazards

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