Effects of debonding on circular CFST stub columns-Reference-Cited by-同舟云学术

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Effects of debonding on circular CFST stub columns

Published:2012-02 Issue:1 Volume:69 Page:64-76
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Xue Jun-Qing,Briseghella Bruno,Chen Bao-Chun

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference20 articles.

1. State of the art report on steel–concrete composite columns;Shanmugam;J Constr Steel Res,2001

2. Slenderness limits for filled circular steel tubes;Bradford;J Constr Steel Res,2002

3. A synopsis of studies of the monotonic and cyclic behavior of concrete-filled steel tube members, connections, and frames;Brett,2008

4. Influence of de-fill on performance of concrete-filled steel tubular columns;Mu,2007

5. Parametric analysis of debonding on the circular CFST structures;Xue,2011

Cited by 109 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. Quantitative analysis of debonding gaps in concrete-filled steel tubes on the Qinghai-Tibet Plateau under severely harsh conditions;Engineering Structures;2024-09

2. Study on the axial compressive capacity of CFST columns with gap defects;Structures;2024-08

3. Quantitative characterization on the restrained expansion of core concrete in SSCFST based on ultrasonic pulse velocity – A novel approach;Structures;2024-08

4. Experimental study and theoretical prediction of axial compression behavior in PMC-reinforced CFST columns with void defects;Engineering Structures;2024-08

5. Influence of Chemical Admixtures on Expansive Behavior and Mechanical Properties of K-Type Self-Stressing Concrete in CFST Systems;Journal of Materials in Civil Engineering;2024-08

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