Cyclic Testing and Modeling of Cold-Formed Steel Special Bolted Moment Frame Connections-Reference-Cited by-同舟云学术

Cyclic Testing and Modeling of Cold-Formed Steel Special Bolted Moment Frame Connections

Published:2010-08 Issue:8 Volume:136 Page:953-960
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Uang Chia-Ming¹²³⁴,Sato Atsushi¹²³⁴,Hong Jong-Kook¹²³⁴,Wood Ken¹²³⁴

Affiliation:

1. Professor, Dept. of Structural Engineering, Univ. of California–San Diego, La Jolla, CA 92093-0085 (corresponding author).

2. Assistant Professor, Dept. of Architecture and Architectural Engineering, Kyoto Univ., Kyoto 615-8540, Japan.

3. Design Engineer, Myers, Houghton & Partners, Long Beach, CA 90804; formerly, Graduate Student Researcher, Univ. of California–San Diego, La Jolla, CA 92093-0085.

4. President, KL Wood Engineering, Colorado Springs, CO 80904.

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.0000190

Reference9 articles.

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

2. AISI. (2007a). “Standard for seismic design of cold-formed steel structural systems—Special bolted moment frames.” AISI S110-07 Washington D.C.

3. Eccentrically loaded bolted connections;Crawford S. F.;J. Struct. Div.,1971

4. Behavior of fasteners and plates with holes;Fisher J. W.;J. Struct. Div.,1965

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