Experimental Study of Seismic Behavior of High-Strength RC Columns Strengthened with CFRP Subjected to Cyclic Loading-Reference-Cited by-同舟云学术

Experimental Study of Seismic Behavior of High-Strength RC Columns Strengthened with CFRP Subjected to Cyclic Loading

Author:

Wang Jizhong¹,Yang Junlong²,Cheng Lu²

Affiliation:

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

2. Master, Faculty of Infrastructure Engineering, Dalian Univ. of Technology, Dalian 116024, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

Reference35 articles.

2. Behaviors of concrete columns strengthened by CFRP sheets under eccentric compression;Cao S. Y.;China Civ. Eng. J.,2006

4. Retrofit of square concrete columns with carbon fiber-reinforced polymer for seismic resistance;Iacobucci R. D.;ACI Struct. J.,2003

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