Seismic Response of Concentrically Braced Steel Frames Made with Rectangular Hollow Bracing Members-Reference-Cited by-同舟云学术

Seismic Response of Concentrically Braced Steel Frames Made with Rectangular Hollow Bracing Members

Published:2003-12 Issue:12 Volume:129 Page:1626-1636
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Tremblay R.¹,Archambault M.-H.²,Filiatrault A.³

Affiliation:

1. Professor, Dept. of Civil Mining and Geological Engineering, École Polytechnique, Montreal PQ, Canada H3C3A7.

2. Senior Engineer, Calculatec Inc., 4455 St-Hubert, Montreal PQ, Canada H2J 2X1.

3. Professor and Deputy Director, Dept. of Civil, Structural, and Environmental Engineering, State Univ. of New York at Buffalo, Buffalo, 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%282003%29129%3A12%281626%29

Reference38 articles.

1. American Institute of Steel Construction (AISC). (1997). Seismic provisions for structural steel buildings Chicago.

2. American Institute of Steel Construction (AISC). (1999). Load and resistance factor design specification for structural steel buildings Chicago.

3. Applied Technology Council (ATC). (1992). “Guidelines for cyclic seismic testing of components of steel structures.” ATC-24 Redwood City Calif.

4. Archambault M.-H. Tremblay R. and Filiatrault A. (1995). “Étude du comportement séismique des contreventements ductiles en X avec profilés tubulaires en acier.” Rep. No. EPM/GCS-1995-09 École Polytechnique Montreal (in French).

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