Experimental and Numerical Study of Cold-Formed High-Strength Steel CHS X-Joints-Reference-Cited by-同舟云学术

Experimental and Numerical Study of Cold-Formed High-Strength Steel CHS X-Joints

Published:2017-08 Issue:8 Volume:143 Page:04017077
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lee Cheol-Ho¹,Kim Seon-Hu²,Chung Dong-Hyun³,Kim Dae-Kyung²,Kim Jin-Won⁴

Affiliation:

1. Professor, Dept. of Architecture and Architectural Engineering, Seoul National Univ., Seoul 151-742, Korea (corresponding author).

2. Graduate Student, Dept. of Architecture and Architectural Engineering, Seoul National Univ., Seoul 151-742, Korea.

3. Former Graduate Student, Dept. of Architecture and Architectural Engineering, Seoul National Univ., Seoul 151-742, Korea.

4. Senior Researcher, Dept. of Steel Solution Marketing, POSCO, Incheon, 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.0001806

Reference20 articles.

1. Dier A. F. and Lalani M. (1998). “New code formulations for tubular joint static strength.” Proc. 8th Int. Symp. on Tubular Structures Tubular Structures VIII A.A. Balkema Rotterdam Netherlands 107–116.

2. Fleischer O. Herion S. and Puthli R. (2008). “Numerical investigation on the static behaviour of CHS X-joints made of high strength steels.” Proc. 12th Int. Symp. on Tubular Structures Tubular Structures XII Taylor & Francis Group London 597–605.

3. Strength of DT Tubular Joints with Brace and Chord Compression

4. Strength and residual stress evaluation of stub columns fabricated from 800MPa high-strength steel

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