Mechanical Properties of Steel-FRP Composite Bar under Uniaxial and Cyclic Tensile Loads-Reference-Cited by-同舟云学术

Mechanical Properties of Steel-FRP Composite Bar under Uniaxial and Cyclic Tensile Loads

Published:2010-10 Issue:10 Volume:22 Page:1056-1066
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Wu Gang¹²³³⁴,Wu Zhi-Shen¹²³³⁴,Luo Yun-Biao¹²³³⁴,Sun Ze-Yang¹²³³⁴,Hu Xian-Qi¹²³³⁴

Affiliation:

1. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing, China (corresponding author).

2. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing, China; and Dept. of Urban and Civil Engineering, Ibaraki Univ., Hitachi, Japan.

3. Ph.D. Candidate, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing, China.

4. Engineer, Zhejiang GBF Basalt Fiber Co., Ltd., Zhejiang, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000110

Reference18 articles.

1. American Concrete Institute (ACI). (2003). “Guide for the design and construction of concrete reinforced with FRP bars.” ACI 440. 1R-0 Detroit.

2. Towards performance-based seismic design of MDOF structures with explicit consideration of residual deformations;Christopoulos C.;ISET J. Earthquake Technol.,2004

3. Residual seismic performance of reinforced concrete bridge piers after moderate earthquakes;Chung Y. S.;ACI Struct. J.,2008

4. Clough R. W. and Johnston S. B. (1966). “Effect of stiffness degradation on earthquake ductility requirements.” Proc. 2nd Japan Earthquake Eng. Symp. Tokyo 227–232.

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