Behavior and Design of Slender FRP-Confined Circular RC Columns-Reference-Cited by-同舟云学术

Behavior and Design of Slender FRP-Confined Circular RC Columns

Published:2013-08 Issue:4 Volume:17 Page:443-453
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Jiang T.¹,Teng J. G.²

Affiliation:

1. Associate Professor, Zhejiang Provincial Key Laboratory of Space Structures, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, Zhejiang Province, China; formerly, Ph.D. Student, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hong Kong, China.

2. Chair Professor of Structural Engineering, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hong Kong, 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.1943-5614.0000333

Reference37 articles.

1. Buckling of slender columns;Aas-Jakobsen A.;Bulletin d’ Information, Comite Europeen du Beton,1968

2. American Concrete Institute (ACI). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI-440.2R Farmington Hills MI.

3. American Concrete Institute (ACI). (2008a). “Building code requirements for structural concrete and commentary.” ACI-318 Farmington Hills MI.

4. American Concrete Institute (ACI). (2008b). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI-440.2R Farmington Hills MI.

5. New method of analysis for slender columns;Bazant Z. P.;ACI Struct. J.,1991

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