Full-Scale Tests of Gapped-Inclined Bracing System: Seismic Retrofit for Soft-Story Buildings-Reference-Cited by-同舟云学术

Full-Scale Tests of Gapped-Inclined Bracing System: Seismic Retrofit for Soft-Story Buildings

Published:2019-10 Issue:10 Volume:145 Page:04019095
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Salmon Jeffrey¹^ORCID,Agha Beigi Hossein²,Christopoulos Constantin³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto, ON, Canada M5S 1A4. ORCID: .

2. Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto, ON, Canada M5S 1A4.

3. Professor, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto, ON, Canada M5S 1A4 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002379

Reference23 articles.

1. Agha Beigi H. 2014. “Retrofit of soft storey buildings using gapped inclined brace systems.” Ph.D. dissertation Dept. of Civil Engineering Istituto Universitario di Studi Superiori Pavia and Univ. of Toronto.

2. Gapped-Inclined Braces for Seismic Retrofit of Soft-Story Buildings

3. Cost-Benefit Analysis of Buildings Retrofitted Using GIB Systems

4. Agha Beigi H. T. J. Sullivan G. M. Calvi and C. Christopoulos. 2013. “Controlled soft storey mechanism as a seismic protection system.” In Proc. 10th Urban Earthquake Engineering. Tokyo: Tokyo Institute of Technology.

5. Factors influencing the repair costs of soft-story RC frame buildings and implications for their seismic retrofit

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