Tubular Links for Eccentrically Braced Frames. II: Experimental Verification-Reference-Cited by-同舟云学术

Tubular Links for Eccentrically Braced Frames. II: Experimental Verification

Published:2008-05 Issue:5 Volume:134 Page:702-712
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Berman Jeffrey W.¹²,Bruneau Michel¹²

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, More Hall 201-Box 352700, Univ. of Washington, Seattle, WA 98195-2700.

2. Director, Multidisciplinary Center for Earthquake Engineering Research, Professor, Dept. of Civil Structural and Environmental Engineering, Univ. at Buffalo, Amherst, NY 14260.

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%290733-9445%282008%29134%3A5%28702%29

Reference23 articles.

1. Berman J. W. and Bruneau M. (2005). “Approaches for the seismic retrofit of braced steel bridge piers and proof-of-concept testing of a laterally stable eccentrically braced frame.” Technical Rep. No. MCEER-05-0004 Multidisciplinary Center for Earthquake Engineering Research Buffalo N.Y.

2. Berman J. W. and Bruneau M. (2006). “Further development of tubular eccentrically braced frame links for the seismic retrofit of braced steel truss bridge piers.” Technical Rep. No. MCEER-06-0006 Multidisciplinary Center for Earthquake Engineering Research Buffalo N.Y.

3. Experimental and analytical investigation of tubular links for eccentrically braced frames

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