Earthquake Performance of Two Vintage URM Buildings Retrofitted Using Surface Bonded GFRP: Case Study-Reference-Cited by-同舟云学术

Earthquake Performance of Two Vintage URM Buildings Retrofitted Using Surface Bonded GFRP: Case Study

Published:2015-10 Issue:5 Volume:19 Page:05015001
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Dizhur Dmytro¹,Bailey Sara²,Griffith Michael³,Ingham Jason⁴

Affiliation:

1. Research Fellow, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Private Bag 92019, Auckland 1010, New Zealand (corresponding author).

2. Student Researcher, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Private Bag 92019, Auckland 1010, New Zealand.

3. Professor, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide 5005, Australia.

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Private Bag 92019, Auckland 1010, New Zealand.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000561

Reference29 articles.

1. ACI (American Concrete Institute). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI-440.2R-02 Farmington Hills MI.

2. Strengthening of Unreinforced Masonry Walls Using FRPs

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

4. Performance of posttensioned seismic retrofit of two stone masonry buildings during the Canterbury earthquakes.;Bailey S.;J. Perform. Constr. Facil.,2014

5. Fiber-Reinforced Polymer Composites for Construction—State-of-the-Art Review

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