Experimental Study of the Seismic Behavior of an Earthquake-Damaged Reinforced Concrete Frame Structure Retrofitted with Basalt Fiber-Reinforced Polymer-Reference-Cited by-同舟云学术

Experimental Study of the Seismic Behavior of an Earthquake-Damaged Reinforced Concrete Frame Structure Retrofitted with Basalt Fiber-Reinforced Polymer

Published:2013-12 Issue:6 Volume:17 Page:04013002
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Ma Gao¹,Li Hui²,Wang Jian³

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China.

2. Professor, School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China (corresponding author).

3. Assisstant Professor, School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, 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.1943-5614.0000413

Reference40 articles.

1. American Concrete Institute (ACI). (2002). “Building code requirements for structural concrete and commentary.” ACI 318-02 Detroit.

2. Fiber-Reinforced Polymer Composites for Construction—State-of-the-Art Review

3. Seismic behavior of a full-scale RC frame repaired using CFRP laminates

4. Shear capacity of FRP-strengthened RC beams: FRP debonding

5. Shear Capacity of Fiber-Reinforced Polymer-Strengthened Reinforced Concrete Beams: Fiber Reinforced Polymer Rupture

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