Eccentric Compression Strength of Rectangular Concrete-Filled Tubular Columns Using High-Strength Steel Thin Plates-Reference-Cited by-同舟云学术

Eccentric Compression Strength of Rectangular Concrete-Filled Tubular Columns Using High-Strength Steel Thin Plates

Published:2017-05 Issue:5 Volume:143 Page:04016228
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lee Ho-Jun¹,Choi In-Rak²,Park Hong-Gun³

Affiliation:

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

2. Senior Researcher, Building Structure Research Group, POSCO Global R&D Center, 100 Songdogwahak-ro, Incheon 406-840, Korea (corresponding author).

3. Professor, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 1 Gwanak-ro, Seoul 151-744, 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.0001724

Reference37 articles.

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

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

3. Behaviour and design of composite columns incorporating compact high-strength steel plates

4. AWS (American Welding Society) (2005). “Specification for carbon steel electrodes for flux cored arc welding.” ANSI/AWS A5.20 Miami.

5. AWS (American Welding Society) (2010). “Specification for low-alloy steel electrodes for flux cored arc welding.” ANSI/AWS A5.29 Miami.

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