Shear Strengthening of Interior Slab–Column Connections Using Carbon Fiber-Reinforced Polymer Sheets-Reference-Cited by-同舟云学术

Shear Strengthening of Interior Slab–Column Connections Using Carbon Fiber-Reinforced Polymer Sheets

Published:2003-05 Issue:2 Volume:7 Page:145-153
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Harajli M. H.¹,Soudki K. A.²

Affiliation:

1. Professor of Civil Engineering, American Univ. of Beirut, Beirut, Lebanon.

2. Associate Professor of Civil Engineering, Univ. of Waterloo, Waterloo, Canada.

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%282003%297%3A2%28145%29

Reference15 articles.

1. American Concrete Institute (ACI) Committee 318. (1999). “Building code requirements for reinforced concrete and ACI-ASCE committee 426. (1974). “The shear strength of reinforced concrete members—slabs ” Proc. ASCE 100 No. ST8 1543–1591.

2. Canadian Standards Association (CSA). (1994). “Design of concrete structures for buildings.” CSA-A23.3-94 .

3. Chen C. C. and Li C. Y. (2000). “Experimental study on the punching shear behaviour of RC slabs.” Proc. Int. Workshop on Punching Shear Capacity on RC Slabs 415–422.

4. Shearing strength of reinforced concrete slabs.;Elstner R. D.;ACI J. Proc.,1956

5. Erki M. A. and Heffernan P. J. (1995). “Reinforced concrete slabs externally strengthened with fibre reinforced plastics materials.” Proc. 2nd Int. Symp. on Non-Metalic FRP Reinforcement for Concrete Structures L. Taerwe ed. 509–516.

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