Retrofitting of Full-Scale Confined Masonry Building Using Ferro-Cement Overlay-Reference-Cited by-同舟云学术

Retrofitting of Full-Scale Confined Masonry Building Using Ferro-Cement Overlay

Published:2017-10 Issue:5 Volume:31 Page:04017079
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Ali Shah Syed Mustafa¹,Shahzada Khan²,Gencturk Bora³,Memon Shazim Ali⁴

Affiliation:

1. Graduate Student, Univ. of Engineering and Technology, Peshawar 25000, Pakistan.

2. Associate Professor, Dept. of Civil Engineering, Univ. of Engineering and Technology, Peshawar 25000, Pakistan.

3. Assistant Professor, Sonny Astani Dept. of Civil and Environmental Engineering, Univ. of Southern California, 3620 S. Vermont Ave., KAP 210, Los Angeles, CA 90089-2531 (corresponding author).

4. Assistant Professor, Dept. of Civil Engineering, Nazarbayev Univ., Astana 010000, Kazakhstan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001060

Reference10 articles.

1. Experimental Behavior of Full Scale URM Building Retrofitted with Ferrocement Overlay

2. EERI and IAEE (Earthquake Engineering Research Institute and International Association for Earthquake Engineering). (2000). “World housing encyclopedia.” ⟨http://www.world-housing.net⟩ (May 1 2016).

3. Structural performance of confined masonry walls retrofitted using ferrocement and GFRP under in-plane cyclic loading

4. ElGawady M. Lestuzzi P. and Badoux M. (2004). “A review of conventional seismic retrofitting techniques for URM.” 13th Int. Brick and Block Masonry Conf. Eindhoven Univ. of Technology Eindhoven Holland.

5. Comparison between rocking analysis and kinematic analysis for the dynamic out-of-plane behavior of masonry walls

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