Gapped-Inclined Braces for Seismic Retrofit of Soft-Story Buildings-Reference-Cited by-同舟云学术

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

Published:2014-11 Issue:11 Volume:140 Page:04014080
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Beigi Hossein Agha¹,Christopoulos Constantin²,Sullivan Timothy³,Calvi Gian Michele⁴

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Univ. of Toronto, Toronto, Canada M5S 1A4.

2. Professor and Canada Research Chair in Seismic Resilience of Infrastructure, Dept. of Civil Engineering, Univ. of Toronto, Toronto, Canada M5S 1A4 (corresponding author).

3. Assistant Professor, Dept. of Civil Engineering and Architecture, Univ. of Pavia, Pavia 27100, Italy.

4. Professor, IUSS Pavia, Pavia 27100, Italy.

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.0001006

Reference41 articles.

1. Simplified collapse capacity assessment of earthquake excited regular frame structures vulnerable to P-delta

2. Agha Beigi H. Sullivan T. J. Calvi G. M. and Christopoulos C. (2012). “Characteristics affecting the vulnerability of soft storey mechanisms.” Proc. 15th WCEE GEM ATC REN Alga.

3. Agha Beigi H. Sullivan T. J. Calvi G. M. and Christopoulos C. (2013). “Controlled soft storey mechanism as a seismic protection system.” Proc. 10th CUEE Tokyo Institute of Technology Tokyo Japan.

4. Applied Technology Council (ATC). (2007). “Guidelines for seismic performance assessment of buildings.” ATC-58 Redwood City CA.

5. Arnold C. (1984). “Soft first stories: Truths and myths.” Proc. 8th WCEE International Association for Earthquake Engineering IAEE Tokyo Japan.

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