Ductility and Energy Dissipation Capacity of Shear-Dominated Steel Plate Walls-Reference-Cited by-同舟云学术

Ductility and Energy Dissipation Capacity of Shear-Dominated Steel Plate Walls

Published:2008-09 Issue:9 Volume:134 Page:1495-1507
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Choi In-Rak¹²,Park Hong-Gun¹²

Affiliation:

1. Graduate Student, Dept. of Architecture, Seoul National Univ., San 56-1, Shinlim-Dong, Kwanak-Gu, Seoul 151-744, South Korea.

2. Associate Professor, Dept. of Architecture, Seoul National Univ., San 56-1, Shinlim-Dong, Kwanak-Gu, Seoul 151-744, South Korea. E-mail: parkhg@snu.ac.kr

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%3A9%281495%29

Reference12 articles.

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

2. 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.

3. Blogett O. (1995). “Structural details to increase ductility of connections.” Steel TIPS Rep. Structural Steel Education Council Moraga Calif.

4. Experimental Study of Thin Steel‐Plate Shear Walls under Cyclic Load

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