Quantifying Hybrid Failure Modes of Unreinforced Masonry Walls through Experimental Data Analysis-Reference-Cited by-同舟云学术

Quantifying Hybrid Failure Modes of Unreinforced Masonry Walls through Experimental Data Analysis

Published:2024-11 Issue:11 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Asjodi Amir Hossein¹^ORCID,Saeidi Sepehr²^ORCID,Dolatshahi Kiarash M.³^ORCID,Burton Henry V.⁴

Affiliation:

1. Assistant Professor, Faculty of Civil Engineering, Khajeh Nasir Toosi Univ. of Technology, Tehran 1996715433, Iran. ORCID: .

2. Graduate Student, Dept. of Civil Engineering, Sharif Univ. of Technology, Tehran 1458889694, Iran. ORCID: .

3. Associate Professor, Dept. of Civil Engineering, Sharif Univ. of Technology, Tehran 1458889694, Iran; Visiting Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095 (corresponding author). ORCID: .

4. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-13028

Reference68 articles.

1. Abrams, D. P., and N. Shah. 1992. Cyclic load testing of unreinforced masonry walls. Urbana, IL: Univ. of Illinois at Urbana-Champaign, Advanced Construction Technology Center.

2. Experimental Response of Externally Retrofitted Masonry Walls Subjected to Shear Loading

3. Al-Gohi B. 2013. “An experimental and numerical study of retrofitted masonry walls under cyclic loading.” Ph.D. dissertation Dept. of Civil Engineering King Fahd Univ. of Petroleum and Minerals.

4. Peak drift ratio estimation for unreinforced masonry walls using visual features of damage;Asjodi A. H.;Bull. Earthquake Eng.,2022

5. Extended fragility surfaces for unreinforced masonry walls using vision-derived damage parameters;Asjodi A. H.;Eng. Struct.,2023