CFRP Strengthening for Punching Shear of Interior Slab–Column Connections-Reference-Cited by-同舟云学术

CFRP Strengthening for Punching Shear of Interior Slab–Column Connections

Published:2006-10 Issue:5 Volume:10 Page:410-418
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Sharaf Mohamed H.¹²³,Soudki Khaled A.¹²³,Van Dusen Michael¹²³

Affiliation:

1. Research Assistant, Dept. of Civil Engineering, Univ. of Waterloo, Ontario, Canada N2L 3G1.

2. Canada Research Chair Professor, Dept. of Civil Engineering, Univ. of Waterloo, Ontario, Canada N2L 3G1 (corresponding author). E-mail: soudki@uwaterloo.ca

3. Vice President, Halsall Associates Limited, Toronto, Ontario, Canada M4P 1E4.

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%3A5%28410%29

Reference22 articles.

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

2. British Standards Institution (BS). (1997). “Structural use of concrete: Code of practice for design and construction.” BS 8110 Part 1 London.

3. Canadian Standards Association (CSA). (1994). “Design of concrete structures for buildings.” CSA A23.3 Ontario Canada.

4. Chen C. C. and Li C. Y. (2000). “An experimental study on the punching shear behaviour of RC slabs strengthened by GFRP.” Proc. Int. Workshop on Punching Shear Capacity of RC slabs Stockholm Sweden 415–422.

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