Framed Steel Plate Wall Behavior under Cyclic Lateral Loading-Reference-Cited by-同舟云学术

Framed Steel Plate Wall Behavior under Cyclic Lateral Loading

Published:2007-03 Issue:3 Volume:133 Page:378-388
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Park Hong-Gun¹²³⁴²,Kwack Jae-Hyuk¹²³⁴²,Jeon Sang-Woo¹²³⁴²,Kim Won-Ki¹²³⁴²,Choi In-Rak¹²³⁴²

Affiliation:

1. Associate Professor, Dept. of Architecture, Seoul National Univ., San 56-1, Shinlim-Dong, Kwanak-Gu, Seoul 151-742, South Korea. E-mail: parkhg@snu.ac.kr

2. Graduate Student, Dept. of Architecture, Seoul National Univ., San 56-1, Shinlim-Dong, Kwanak-Gu, Seoul 151-742, South Korea.

3. Researcher, Steel Structure Technology Division, Research Institute of Industrial Science and Technology (RIST), 79-5, Youngcheon, Dongtan, Hwasung, Kyungkido 445-810, South Korea.

4. Professor, Dept. of Architectural Engineering, Hoseo Univ., San 29-1, Saechul-ri, Baebang-Myun, Asan, Choongnam 336-795, South Korea.

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%282007%29133%3A3%28378%29

Reference19 articles.

1. American Institute of Steel Construction (AISC). (1999). Load and resistance factor design specification Chicago.

2. American Institute of Steel Construction (AISC). (2002). Seismic provisions for structural steel buildings Chicago.

3. Astaneh-Asl A. (2001). “Seismic behavior and design of steel shear walls.” Steel TIPS Rep. Structural Steel Education Council Moraga Calif.

4. Behbahanifard M. R. (2003). “Cyclic behavior of unstiffened steel plate shear walls.” Ph.D. dissertation Dept. of Civil Engineering Univ. of Alberta Edmonton Alberta Canada.

5. Plastic Analysis and Design of Steel Plate Shear Walls

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