Influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames-Reference-Cited by-同舟云学术

Influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames

Published:2007-11 Issue:11 Volume:63 Page:1529-1545
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Rossi P.P.,Lombardo A.

Publisher

Elsevier BV

Subject

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

Reference36 articles.

1. Eccentrically braced steel frames for earthquakes;Roeder;Journal of the Structural Division ASCE,1978

2. Characteristics of eccentrically braced frames;Hjelmstad;Journal of Structural Engineering ASCE,1984

3. General behavior of WF steel shear link beams;Kasai;Journal of Structural Engineering ASCE,1986

4. Shear links in eccentrically braced frames;Malley;Journal of Structural Engineering ASCE,1984

5. Engelhardt MD, Popov EP. Behavior of long links in eccentrically braced frames. Report no. UCB/EERC-89/01. Earthquake Engineering Research Center, University of California

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