Residual Drift Response of SMRFs and BRB Frames in Steel Buildings Designed according to ASCE 7-05-Reference-Cited by-同舟云学术

Residual Drift Response of SMRFs and BRB Frames in Steel Buildings Designed according to ASCE 7-05

Published:2011-05 Issue:5 Volume:137 Page:589-599
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Erochko Jeffrey¹²³⁴,Christopoulos Constantin¹²³⁴,Tremblay Robert¹²³⁴,Choi Hyunhoon¹²³⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Toronto, Ontario, Canada

2. Associate Professor, Dept. of Civil Engineering, Univ. of Toronto, Ontario, Canada. (corresponding author)

3. Professor, Dept. of Civil, Geological and Mining Engineering, École Polytechnique, Montréal, Canada

4. Postdoctoral Fellow, Dept. of Architectural Engineering, Sungkyunkwan Univ., Korea; formerly, Postdoctoral Fellow, Univ. of Toronto, Ontario, Canada.

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%29ST.1943-541X.0000296

Reference32 articles.

1. American Institute of Steel Construction (AISC). (2005a). “Load and resistance factor design specification for structural steel buildings.” ANSI/AISC 360-05 including Supplement No. 1 Chicago.

2. American Institute of Steel Construction (AISC). (2005b). “Seismic provisions for structural steel buildings.” ANSI/AISC 341s1-05 including Supplement No. 1 Chicago.

3. ASCE. (2005). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-05 including Supplement No.1 Reston VA.

4. Choi H. Erochko J. Christopoulos C. Tremblay R. (2008). “Comparison of the seismic response of steel buildings incorporating self-centering energy-dissipative dampers buckling restrained braces and moment resisting frames.” Rep. No. 05-2008 Dept. of Civil Engineering Univ. of Toronto Toronto Ontario.

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