Seismic Performance of Square High-Strength Concrete Columns in FRP Stay-in-Place Formwork-Reference-Cited by-同舟云学术

Seismic Performance of Square High-Strength Concrete Columns in FRP Stay-in-Place Formwork

Published:2007-01 Issue:1 Volume:133 Page:44-56
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ozbakkaloglu Togay¹²,Saatcioglu Murat¹²

Affiliation:

1. Lecturer, School of Civil and Environmental Engineering, Univ. of Adelaide, Adelaide, SA, Australia 5005; formerly, Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5.

2. Professor and Univ. 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,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282007%29133%3A1%2844%29

Reference37 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. Dept. of Transportation Washington D.C.

4. Canadian Standards Association (CSA). (1994). Design of concrete structures (A23.3-94) Committee A23.3 Rexdale Ont. Canada.

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

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