Effect of Column Stiffness on Braced Frame Seismic Behavior-Reference-Cited by-同舟云学术

Effect of Column Stiffness on Braced Frame Seismic Behavior

Published:2004-03 Issue:3 Volume:130 Page:381-391
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

MacRae Gregory A.¹,Kimura Yoshihiro²,Roeder Charles³

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195-2700.

2. Associate Researcher, Architectural Engineering, Tokyo Inst. of Technology, 2-12-1 Meguro, Tokyo, Japan 152-8552.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195-2700.

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%282004%29130%3A3%28381%29

Reference14 articles.

1. Damage concentration of shear-type multi-story buildings with composite-type of restoring force characteristics.;Akiyama H.;Trans. Arch. Inst. Jpn.,1981

2. American Institute of Steel Construction (AISC). (1997). AISC-LRFD manual of steel construction American Institute of Steel Construction Chicago.

3. Clark P. W. Aiken I. D. Kasai K. and Kimura I. (2000). “Large-scale testing of steel unbonded braces for energy dissipation.” Advanced Technology in Structural Engineering: Proc. 2000 Structures Congress ASCE Reston Va.

4. International Code Council Inc. (ICCI). (2000). “International building code.” International Code Council Inc. Whittier Calif.

5. Jain A. K. Goel S. C. and Hanson R. D. (1978). “Hysteresis behavior of bracing members and seismic response of braced frames with different proportions.” UMEE 78R3 Dept. of Civil Engineering Univ. of Michigan Ann Arbor Mich.

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