Cyclic Loading Test for Exterior Beam–Column Joints of CEFT Columns-Reference-Cited by-同舟云学术

Cyclic Loading Test for Exterior Beam–Column Joints of CEFT Columns

Published:2016-02 Issue:2 Volume:142 Page:04015147
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lee Ho-Jun¹,Park Hong-Gun²,Park Sung-Soon³,Kim Sung-Bae⁴,Choi In-Rak⁵

Affiliation:

1. Graduate Student, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 1 Gwanak-ro, Seoul 151-744, Korea.

2. Professor, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 1 Gwanak-ro, Seoul 151-744, Korea.

3. General Manager, Shinsegae E&C, 180 Jangchungdan-ro, Seoul 100-391, Korea.

4. Manager, The Naeun Structural Engineering Co. Ltd., 21 Yangpyeong-ro, Seoul 150-105, Korea.

5. Senior Researcher, Building Structure Research Group, POSCO Global R&D Center, 100 Songdogwahak-ro, Incheon 406-840, 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.0001401

Reference14 articles.

1. ACI (American Concrete Institute). (2005). “Acceptance criteria for moment frames based on structural testing and commentary.” ACI 374.1-05 Detroit.

2. ACI (American Concrete Institute). (2011). “Building code requirements for structural concrete and commentary.” ACI 318-11 Detroit.

3. AIJ (Architectural Institute of Japan). (2008). “Recommendations for design and construction of concrete filled steel tubular structures.” Tokyo (in Japanese).

4. AIK (Architectural Institute of Korea). (2009). “Korean building code.” Seoul (in Korean).

5. AISC (American Institute of Steel Construction). (2010). “Seismic provisions for structural steel buildings.” ANSI/AISC 341-10 Chicago.

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