Strengthening of Openings in One-Way Reinforced-Concrete Slabs Using Carbon Fiber-Reinforced Polymer Systems-Reference-Cited by-同舟云学术

Strengthening of Openings in One-Way Reinforced-Concrete Slabs Using Carbon Fiber-Reinforced Polymer Systems

Published:2004-10 Issue:5 Volume:8 Page:393-402
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Tan Kiang Hwee¹,Zhao Haidong²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, National Univ. of Singapore, Block E1A, Number 07-03, 1 Engineering Dr. 2, Singapore 117576.

2. Research Scholar, Dept. of Civil Engineering, National Univ. of Singapore, Block E1A, Number 07-03, 1 Engineering Dr. 2, Singapore 117576.

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%282004%298%3A5%28393%29

Reference12 articles.

1. American Concrete Institute (ACI. ( 1996). “State-of-the-art report on fiber reinforced plastic (FRP) reinforcement for concrete structures.” Rep. 440R Commitee 440 Detroit.

2. American Concrete Institute (ACI. ( 2002a). “Building code requirements for structural concrete.” ACI 318-2002 Detroit.

3. American Concrete Institute (ACI. ( 2002b). “Commentary.” ACI 318R-2002 Detroit.

4. Armer G.S. T. ( 1968). “Ultimate load tests of slabs designed by the strip method.” Proc. Institution of Civil Engineers Vol. 41 London 313–331.

5. Bhatti B.A. and Lin B. ( 1996). “Effect of openings on deflections and strength of reinforced concrete slabs.” Recent developments in deflection evaluation of concrete ACI-SP161 E. G. Nawy ed. American Concrete Institute Detroit 149–164.

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