Behavior of Double Skin Composite Wall Subjected to In-Plane Cyclic Loading-Reference-Cited by-同舟云学术

Behavior of Double Skin Composite Wall Subjected to In-Plane Cyclic Loading

Published:2009-10 Issue:10 Volume:135 Page:1239-1249
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Eom Tae-Sung¹²³⁴⁴,Park Hong-Gun¹²³⁴⁴,Lee Cheol-Ho¹²³⁴⁴,Kim Jin-Ho¹²³⁴⁴,Chang In-Hwa¹²³⁴⁴

Affiliation:

1. Lecturer, Dept. of Architecture, Catholic Univ. of Daegu, 330, Kuemnak-ri, Hayang-eup, Gyeongsan-si, Gyeongbuk, South Korea 712-702.

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

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

4. Head Researcher, Research Institute of Industrial Science and Technology, 79-5, Yeongcheon-ri, Dongtan-myeon, Hwasung-si, Kyeonggi-do, 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%29ST.1943-541X.0000057

Reference24 articles.

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

2. British Steel Institute (BSI). (1990). “Part 3. Code of practice for design in composite construction: Structural use of steelwork in building.” BS5950 London.

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

4. Editor's Note

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