Cyclic Behavior of Steel Tube-Confined Circular RC Columns under High Axial Load-Reference-Cited by-同舟云学术

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Cyclic Behavior of Steel Tube-Confined Circular RC Columns under High Axial Load

Published:2024-10 Issue:10 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Basyaruddin ¹,Cheng Min-Yuan²^ORCID,Chang Ming-Chieh³,Chen Cheng-Cheng⁴

Affiliation:

1. Ph.D. Student, Dept. of Civil and Construction Engineering, National Taiwan Univ. of Science and Technology, Taipei City 10607, Taiwan.

2. Professor, Dept. of Civil and Construction Engineering, National Taiwan Univ. of Science and Technology, Taipei City 10607, Taiwan (corresponding author). ORCID: .

3. Master’s Student, Dept. of Civil and Construction Engineering, National Taiwan Univ. of Science and Technology, Taipei City 10607, Taiwan.

4. Professor, Dept. of Civil and Construction Engineering, National Taiwan Univ. of Science and Technology, Taipei City 10607, Taiwan.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-13646

Reference16 articles.

1. Seismic Resistance of Steel-Tubed High-Strength Reinforced-Concrete Columns

2. Seismic behavior of ductile rectangular composite bridge piers

3. Axial capacity model for shear-damaged columns;Elwood K. J.;ACI Struct. J.,2005

4. Splitting bond failure of columns under seismic action;Ichinose T.;ACI Struct. J.,1995

5. Noncompact and slender circular CFT members: Experimental database, analysis, and design

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