Eccentric Axial Load Test for High-Strength Composite Columns of Various Sectional Configurations-Reference-Cited by-同舟云学术

Eccentric Axial Load Test for High-Strength Composite Columns of Various Sectional Configurations

Published:2017-08 Issue:8 Volume:143 Page:04017075
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kim Chang-Soo¹,Park Hong-Gun²,Lee Ho-Jun³,Choi In-Rak⁴,Chung Kyung-Soo⁵

Affiliation:

1. Associate Professor, School of Civil Engineering at Shandong, Jianzhu Univ., Fengming Rd., Lingang Development Zone, Jinan, Shandong 250101, P.R. China.

2. Professor, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 1, Gwanak-ro, Gwanak-gu, Seoul 08826, South Korea.

3. Ph.D. Candidate, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 1, Gwanak-ro, Gwanak-gu, Seoul 08826, South Korea.

4. Assistant Professor, Division of Architecture, Civil and Environmental Engineering, Hoseo Univ., Asan-si, Cheungcheongnam-do 31499, South Korea (corresponding author).

5. Principal Researcher, POSCO Global R&D Center, 100, Songdogwahak-ro, Yeonsu-gu, Incheon 21985, 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.0001803

Reference41 articles.

1. Experimental study on elastic-plastic behavior of SRC columns with high strength steel;Akita T.;Mem. Faculty Eng. Fukuyama Univ.,2003

2. Bergmann R. and Hanswille G. (2006). “New design method for composite columns including high strength steel.” Proc. 5th Int. Conf. on Composite Construction in Steel and Concrete V ASCE Reston VA 381–389.

3. Bergmann R. Puthli R. and Fleischer O. (2000). “Behavior of composite columns using high strength steel sections.” Proc. 4th Int. Conf. on Composite Construction in Steel and Concrete ASCE Reston VA 528–538.

4. Axial load behavior of square CFT stub column with binding bars

Cited by 24 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Shear strength of encased composite columns;Journal of Constructional Steel Research;2024-08

2. Experimental study on eccentric compressive behavior of precast concrete double-faced superposed shear walls;Structures;2024-01

3. Bending restoring force model of angle-steel reinforced concrete columns under combined torsion;Structures;2023-09

4. Axial compressive behaviour of thin-walled composite columns comprise high-strength cold-formed steel and PE-ECC;Thin-Walled Structures;2023-03

5. Experimental investigation of cold formed high strength steel tubular joints subjected to moment loading;Advances in Structural Engineering;2023-01-04