Improved Seismic Performance of Gusset Plate Connections-Reference-Cited by-同舟云学术

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Improved Seismic Performance of Gusset Plate Connections

Published:2008-06 Issue:6 Volume:134 Page:890-901
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lehman Dawn E.¹²³³³,Roeder Charles w.¹²³³³,Herman David¹²³³³,Johnson Shawn¹²³³³,Kotulka Brandon¹²³³³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98103. E-mail: delehman@u.washington.edu

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98103.

3. Structural Engineer, Magnusson Klemencic Associates, 1301 Fifth Ave., Suite 3200, Seattle, WA 98101-2699.

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%3A6%28890%29

Reference21 articles.

1. American Institute of Steel Construction (AISC). (2005a). “Seismic provisions for structural steel buildings.” AISC/ANSI Standard341-05 Chicago.

2. Applied Technology Council (ATC). (1992). “Guidelines for cyclic seismic testing of components of steel structures.” ATC 24.

3. Tests of Full‐Size Gusset Plate Connections

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