Flexural Test for Steel-Concrete Composite Members Using Prefabricated Steel Angles

Author:

Eom Tae-Sung1,Hwang Hyeon-Jong2,Park Hong-Gun3,Lee Chang-Nam4,Kim Hyoung-Seop5

Affiliation:

1. Assistant Professor, Dept. of Architectural Engineering, Dankook Univ., 152 Jukjeon-ro, Gyeonggi-do 448-701, Korea.

2. Graduate Student, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 599 Gwanak-ro, Seoul 151-744, Korea (corresponding author).

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

4. President, SEN Structural Engineers Co. Ltd, 121-74, Dangsan-dong 6-ga, Yeongdeungpo-gu, Seoul 150-808, Korea.

5. Structural Engineer, 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

Reference12 articles.

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

2. American Institute of Steel Construction (AISC). (2010). “Specification for structural steel building.” ANSI/AISC 360-10 Chicago.

3. American Welding Society (AWS). (1998). “Structural welding code—Reinforcing steel.” AWS D1.4 Miami.

4. American Welding Society (AWS). (2010). “Structural welding code—Steel.” AWS D1.1 Miami.

5. Architectural Institute of Korea (AIK). (2009). Korean building code Seoul.

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