Eccentric Axial Load Capacity of High-Strength Steel-Concrete Composite Columns of Various Sectional Shapes-Reference-Cited by-同舟云学术

Eccentric Axial Load Capacity of High-Strength Steel-Concrete Composite Columns of Various Sectional Shapes

Published:2014-04 Issue:4 Volume:140 Page:04013091
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kim Chang-Soo¹,Park Hong-Gun²,Chung Kyung-Soo³,Choi In-Rak³

Affiliation:

1. Postdoctoral Researcher, Dept. of Architecture and Architectural Engineering, Seoul National Univ., Gwanak-ro 599, Gwanak-gu, Seoul 151-744, South Korea.

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

3. Senior Researcher, Research Institute of Industrial Science and Technology, Songdo-dong 180-1, Yeonsu-gu, Seoul 406-840, 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.0000879

Reference39 articles.

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2. American Concrete Institute (ACI). (1997a). “Prediction of creep shrinkage and temperature effects in concrete structures.” ACI 209R-92 Detroit.

3. American Concrete Institute (ACI). (1997b). “State-of-the-art report on high-strength concrete.” ACI 363R-92 Detroit.

4. American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete and commentary.” ACI 318-08 Farmington Hills MI.

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

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