Seismic Behavior of High-Strength Concrete Columns Confined by Fiber-Reinforced Polymer Tubes-Reference-Cited by-同舟云学术

Seismic Behavior of High-Strength Concrete Columns Confined by Fiber-Reinforced Polymer Tubes

Published:2006-12 Issue:6 Volume:10 Page:538-549
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Ozbakkaloglu Togay¹²,Saatcioglu Murat¹²

Affiliation:

1. Lecturer, Dept. of Civil and Environmental Engineering, The Univ. of Adelaide, Adelaide, SA 5005, Australia.

2. Professor and University Research Chair, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa ON, Canada K1N 6N5.

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%291090-0268%282006%2910%3A6%28538%29

Reference45 articles.

1. American Concrete Institute (ACI). (2002). “Design and construction of externally bonded FRP systems for strengthening concrete structures (440.2R-02).” Committee 440 Detroit.

2. American Concrete Institute (ACI). (2005). “Building code requirements for structural concrete (ACI 318-05) and commentary (318R-05).” Committee 318 Farmington Hills Mich.

3. Buckle I. G. and Friedland I. M. (1994). “Seismic retrofitting manual for highway bridges.” Rep. No. FHWA-94-052 U.S. Department of Transportation Washington D.C.

4. Canadian Standards Association (CSA). (2002). “Design and construction of building components with fibre-reinforced polymers (S806-02).” Committee S806 Rexdale Ont. Canada.

5. Flexural Behavior of Circular Concrete Filled FRP Shells

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