Seismic Response of Multistory Buildings with Self-Centering Energy Dissipative Steel Braces-Reference-Cited by-同舟云学术

Seismic Response of Multistory Buildings with Self-Centering Energy Dissipative Steel Braces

Published:2008-01 Issue:1 Volume:134 Page:108-120
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Tremblay Robert¹²³,Lacerte M.¹²³,Christopoulos C.¹²³

Affiliation:

1. Professor and Canada Research Chair in Earthquake Engineering, Group for Research in Structural Engineering, Dept. of Civil Geological and Mining Engineering, École Polytechnique, Montreal, Canada H3C 3A7.

2. Research Associate, Group for Research in Structural Engineering, École Polytechnique, Montreal, Canada H3C 3A7.

3. Associate Professor, Dept. of Civil Eng., Univ. of Toronto, Toronto, Canada M5S 1A4.

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%3A1%28108%29

Reference46 articles.

1. Testing of Passive Energy Dissipation Systems

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

3. AISC. (2005). “Seismic provisions for steel buildings.” ANSI/AISC 341-05 American Institute of Steel Construction Inc. Chicago.

4. ASCE. (2002). “Minimum design loads for buildings and other structures.” SEI/ASCE standard No. 7-02 ASCE Reston Va.

5. Carr A. J. (2004). “RUAUMOKO inelastic dynamic analysis program.” Dept. of Civil Engineering Univ. of Canterbury N.Z.

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