Unified Theoretical Model for Axially Loaded Concrete-Filled Steel Tube Stub Columns with Different Cross-Sectional Shapes-Reference-Cited by-同舟云学术

Unified Theoretical Model for Axially Loaded Concrete-Filled Steel Tube Stub Columns with Different Cross-Sectional Shapes

Published:2021-10 Issue:10 Volume:147 Page:04021159
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lin Siqi¹,Zhao Yan-Gang²,Lu Zhao-Hui³,Yan Xi-Feng⁴^ORCID

Affiliation:

1. Postdoctoral Fellow, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China.

2. Professor, Dept. of Architecture, Kanagawa Univ., 3-27-1 Rokkakubashi, Kanagawa-ku, Yokohama 221-8686, Japan.

3. Professor, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China.

4. Ph.D. Student, Dept. of Architecture, Kanagawa Univ., 3-27-1 Rokkakubashi, Kanagawa-ku, Yokohama 221-8686, Japan (corresponding author). 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

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003150

Reference56 articles.

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3. Local buckling and concrete confinement of concrete-filled box columns under axial load

4. Structural behavior of UHPC filled steel tube columns under axial loading

5. Analytical Model of Circular CFRP Confined Concrete-Filled Steel Tubular Columns under Axial Compression

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