Hysteresis Model of Thin Infill Plate for Cyclic Nonlinear Analysis of Steel Plate Shear Walls-Reference-Cited by-同舟云学术

Hysteresis Model of Thin Infill Plate for Cyclic Nonlinear Analysis of Steel Plate Shear Walls

Published:2010-11 Issue:11 Volume:136 Page:1423-1434
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. Senior Researcher, Research Institute of Industrial Science and Technology, 79-5 Youngcheon-ri, Dongtan-myeon, Hwaseong-si, Kyounggi-do 445-813, South Korea.

2. Professor, Dept. of Architecture, Seoul National Univ., Gwanak 599, Gwanak-ro, Gwanak-gu, Seoul 151-744, South Korea (corresponding author).

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.0000244

Reference23 articles.

1. AISC. (2005). “Seismic provisions for structural steel buildings.” Chicago.

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

3. Plastic Analysis and Design of Steel Plate Shear Walls

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

5. Choi I. R. (2009). “Seismic analysis and design of steel plate walls with thin infill plates.” Ph.D. thesis Dept. of Architecture Seoul National Univ. Seoul Korea.

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