Dynamic Response of a Chevron Concentrically Braced Frame

Author:

Okazaki Taichiro1,Lignos Dimitrios G.2,Hikino Tsuyoshi3,Kajiwara Koichi4

Affiliation:

1. Associate Professor, Graduate School of Engineering, Hokkaido Univ., Sapporo, Hokkaido 060-8628, Japan; formerly, Researcher, National Research Institute for Earth Science and Disaster Prevention, Miki, Hyogo 673-0515 Japan (corresponding author).

2. Assistant Professor, Dept. of Civil and Applied Mechanics, McGill Univ., Montreal, QC, Canada H3A 2K6.

3. Manager, Nippon Steel Engineering Co. Ltd., Shinagawa, Tokyo 141-8604, Japan; formerly, Researcher, National Research Institute for Earth Science and Disaster Prevention, Miki, Hyogo 673-0515 Japan.

4. Director of Hyogo Earthquake Engineering Center (E-Defense), National Research Institute for Earth Science and Disaster Prevention, Miki, Hyogo 673-0515, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference29 articles.

1. AISC. (2005a). “Seismic provisions for structural steel buildings.” ANSI/AISC Standard 341-05 Chicago.

2. AISC. (2005b). “Specification for structural steel buildings.” ANSI/AISC Standard 360-05 Chicago.

3. Earthquake-resistant design of double angle bracing;Astaneh-Asl A.;Eng. J.,1986

4. Black R. G. Wenger W. A. and Popov E. P. (1980). “Inelastic buckling of steel struts under cyclic load reversals.” Rep. No. UCB/EERC-80-40 Earthquake Engineering Research Center Univ. of California Berkeley CA.

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