In-Plane Seismic Strengthening of Brick Masonry Wall Using Wire Rope and Neoprene

Author:

Chavoshan Mahmood1,Fallah Ahmadali2,Mirjalili Alireza3,Yekrangnia Mohammad4ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Maybod Branch, Islamic Azad Univ., Maybod 8965151567, Iran.

2. Assistant Professor, Dept. of Civil Engineering, Maybod Branch, Islamic Azad Univ., Maybod 8965151567, Iran (corresponding author).

3. Assistant Professor, Dept. of Civil Engineering, Yazd Branch, Islamic Azad Univ., Yazd 8915813135, Iran.

4. Associate Professor, Dept. of Civil Engineering, Shahid Rajaee Teacher Training Univ., Tehran 1678815811, Iran. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference26 articles.

1. ABAQUS. 2010. ABAQUS analysis user’s manual. Providence, RI: Dassault Systèmes Simulia.

2. A three-dimensional cyclic meso-scale numerical procedure for simulation of unreinforced masonry structures

3. Performance of self-centering steel moment frame considering stress relaxation in prestressed cables

4. Stainless steel strip – A proposed shear reinforcement for masonry wall panels

5. Bouchard K. M. 2007. “A performance-based approach to retrofitting unreinforced masonry structures for seismic loads.” Doctoral dissertation Dept. of Civil and Environmental Engineering Massachusetts Institute of Technology.

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