Analytical Modeling and Design Resistance of Axially Loaded CHS XX Joints-Reference-Cited by-同舟云学术

Analytical Modeling and Design Resistance of Axially Loaded CHS XX Joints

Published:2024-02 Issue:2 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Suk Chan-Ho¹^ORCID,Lee Cheol-Ho²^ORCID,Kim Seon-Hu³^ORCID

Affiliation:

1. Graduate Student, Dept. of Architecture and Architectural Engineering, Seoul National Univ., Seoul 08826, South Korea. ORCID:

2. Professor, Dept. of Architecture and Architectural Engineering, Seoul National Univ., Seoul 08826, South Korea (corresponding author). ORCID: .

3. Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Univ. of Hawaii at Manoa, Honolulu, HI 96822. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12893

Reference13 articles.

1. Chiew S. P. C. K. Soh and T. C. Fung. 1997. “Large scale testing of a multiplanar tubular DX-joint.” In Proc. 7th Int. Offshore and Polar Engineering Conf. (ISOPE-97) 112–118. Mountain View CA: International Society of Offshore and Polar Engineers.

2. Chong C. Y. C. K. Soh A. K. Soh T. C. Fung and S. P. Chiew. 1995. “Ultimate capacity of multi-planar double X-Joints.” In Proc. 5th Int. Offshore and Polar Engineering Conf. Mountain View CA: International Society of Offshore and Polar Engineers.

3. DSS (Dassault Systèmes Simulia). 2014. Abaqus/CAE user’s guide (ver. 6.14). Providence, RI: DSS.

4. Analytical Strength Prediction Model for Full-Width Circular Hollow Section X-Joints

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