Cyclic Loading Test for Beam-Column Connections of Concrete-Filled U-Shaped Steel Beams and Concrete-Encased Steel Angle Columns-Reference-Cited by-同舟云学术

Cyclic Loading Test for Beam-Column Connections of Concrete-Filled U-Shaped Steel Beams and Concrete-Encased Steel Angle Columns

Published:2015-11 Issue:11 Volume:141 Page:04015020
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Hwang Hyeon-Jong¹,Eom Tae-Sung²,Park Hong-Gun³,Lee Seung-Hwan⁴,Kim Hyoung-Seop⁵

Affiliation:

1. Assistant Professor, College of Civil Engineering, Hunan Univ., Yuelu Mountain, Changsha, Hunan 410082, China; formerly, Postdoctoral Researcher, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 599 Gwanak-ro, Seoul 151-744, Korea.

2. Assistant Professor, Dept. of Architectural Engineering, Dankook Univ., 152 Jukjeon-ro, Gyeonggi-do 448-701, Korea (corresponding author).

3. Professor, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 599 Gwanak-ro, Seoul 151-744, Korea.

4. President, SEN Coretech, Inc., 6 Beodeunaru-ro 19 gil, Yeongdeungpo-gu, Seoul 150-040, Korea.

5. Deputy Manager, SEN Structural Engineers Co., Ltd, 121-74, Dangsan-dong 6-ga, Yeongdeungpo-gu, Seoul 150-808, 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.0001242

Reference20 articles.

1. AIK (Architectural Institute of Korea). (2009). “Korean building code and commentary.” Seoul.

2. AISC. (2005). “Seismic provisions for structural steel buildings.” ANSI/AISC 341-05 Chicago.

3. AISC. (2010). “Specification for structural steel building.” ANSI/AISC 360-10 Chicago.

4. Guidelines for design of joints between steel beams and reinforced concrete columns;ASCE;J. Struct. Eng.,1994

5. AWS (American Welding Society). (1998). “Structural welding code-reinforcing steel.” AWS D1.4 Miami FL.

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