Behavior of Large-Scale Hybrid FRP-Concrete-Steel Multitube Concrete Columns under Axial Compression-Reference-Cited by-同舟云学术

Behavior of Large-Scale Hybrid FRP-Concrete-Steel Multitube Concrete Columns under Axial Compression

Published:2021-02 Issue:1 Volume:25 Page:04020084
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Chan C. W.¹,Yu T.²^ORCID,Bai Y. L.³

Affiliation:

1. Ph.D. Candidate, School of Civil, Mining and Environmental Engineering, Faculty of Engineering and Information Sciences, Univ. of Wollongong, Wollongong, NSW 2522, Australia.

2. Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, China (corresponding author). ORCID: .

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0001106

Reference28 articles.

1. Axial behavior and modeling of confined small-, medium-, and large-scale circular sections with carbon fiber-reinforced polymer jackets;Carey S. A.;ACI Struct. J.,2005

2. Compressive behaviour of square fibre-reinforced polymer–concrete–steel hybrid multi-tube concrete columns

3. Structural Evaluation of Full-Scale FRP-Confined Reinforced Concrete Columns

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