Damage states and fragility functions for link beams in eccentrically braced frames-Reference-Cited by-同舟云学术

Damage states and fragility functions for link beams in eccentrically braced frames

Published:2011-09 Issue:9 Volume:67 Page:1299-1309
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Gulec C. Kerem,Gibbons Bruce,Chen Albert,Whittaker Andrew S.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference23 articles.

1. AISC. Seismic provisions for structural steel buildings (ANSI/AISC 341-05). Chicago (IL): American Institute of Steel Construction, Inc.; 2005. 309 pp.

2. ATC. Guidelines for seismic performance assessment of buildings (ATC-58). Applied Technology Council. 2008. http://www.atcouncil.org/atc-58.shtml.

3. Roeder CW, Popov EP. Inelastic behavior of eccentrically braced steel frames under cyclic loadings. Report no. UCB/EERC-77/18. Berkeley (CA): Earthquake Engineering Research Center; 1977.

4. Hjelmstad KD, Popov EP. Seismic behavior of active beam links in eccentrically braced frames. Report no. UCB/EERC-83/15. Berkeley (CA): Earthquake Engineering Research Institute; 1983.

5. Malley JO, Popov EP. Design considerations for shear links in eccentrically braced frames. Report no. UCB/EERC-83/24. Berkeley (CA): Earthquake Engineering Research Institute; 1983.

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