Seismic Performance of Shear-Controlled CFRP-Strengthened High-Strength Concrete Square Columns under Simulated Seismic Load-Reference-Cited by-同舟云学术

Seismic Performance of Shear-Controlled CFRP-Strengthened High-Strength Concrete Square Columns under Simulated Seismic Load

Published:2018-12 Issue:6 Volume:22 Page:04018061
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Yang Junlong¹,Wang Jizhong²

Affiliation:

1. Ph.D. Candidate, Faculty of Infrastructure Engineering, Dalian Univ. of Technology, Dalian 116024, China.

2. Professor, Faculty of Infrastructure Engineering, Dalian Univ. of Technology, Dalian 116024, China (corresponding author).

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.1943-5614.0000901

Reference51 articles.

1. Araki N. Y. Matsuzaki K. Nakano T. Kataoka and H. Fukuyama. 1997. “Shear capacity of retrofitted RC members with continuous fiber sheets.” In Vol. 1 of Proc. 3rd Int. Symp. on Non-Metallic (FRP) Reinforcement for Concrete Structure 512–522. Sapporo Japan: Japan Concrete Institute.

2. Experimental investigation on the seismic performance of GFRP-wrapped thin-walled steel tube confined RC columns

3. Experimental study on strain distribution in externally bonded FRP for shear strengthening of RC beams;Cao S. Y.;China Civ. Eng. J.,2003

4. Performance of reinforced concrete T-girders strengthened in shear with carbon fiber-reinforced polymer fabric;Chaallal O.;ACI Struct. J.,2002

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