Cyclic Behavior of Steel Wide-Flange Columns Subjected to Large Drift-Reference-Cited by-同舟云学术

Cyclic Behavior of Steel Wide-Flange Columns Subjected to Large Drift

Published:2008-08 Issue:8 Volume:134 Page:1334-1342
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Newell James D.¹²,Uang Chia-Ming¹²

Affiliation:

1. Graduate Student Researcher, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093-0085.

2. Professor, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093-0085.

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%3A8%281334%29

Reference12 articles.

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

2. American Institute of Steel Construction (AISC). (2005b). “Specification for structural steel buildings.” ANSI/AISC 360-05 AISC Chicago.

3. ASCE. (2007). “Seismic rehabilitation of existing buildings.” ASCE 41 ASCE Reston Va.

4. Federal Emergency Management Agency (FEMA). (2000). “Recommended seismic design criteria for new steel moment-frame buildings.” FEMA 350 FEMA Washington D.C.

5. Krawinkler H. Gupta A. Medina R. and Luco N. (2000). “Loading histories for seismic performance testing of SMRF components and assemblies.” Rep. No. SAC/BD-00/10 SAC Joint Venture Sacramento Calif.

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