Behavior of Gravity Load-Designed Rectangular Concrete Columns Confined with Fiber Reinforced Polymer Sheets-Reference-Cited by-同舟云学术

Behavior of Gravity Load-Designed Rectangular Concrete Columns Confined with Fiber Reinforced Polymer Sheets

Published:2005-02 Issue:1 Volume:9 Page:4-14
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Harajli Mohamed H.¹

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, Beirut 1107-2020, Lebanon.

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%282005%299%3A1%284%29

Reference23 articles.

1. American Concrete Institute (ACI) Committee 318. (1999). Building code requirements for structural concrete (318-99) and Commentary (318R-99) Farmington Hills Mich.

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

3. Performance of fiber-reinforced polymer-wrapped reinforced concrete column under combined axial-flexural loading;Chaallal O.;ACI Struct. J.,2000

4. Filippou F. C. Popov E. P. and Bertero V. V. (1983). “Effects of bond deterioration on the hysteresis behavior of reinforced concrete joints.” Rep. No. UCB/EERC-83/19 Univ. of California Berkeley Calif.

5. Behavior of Partially Prestressed Concrete Joints Under Cyclic Loading

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