Normal- and High-Strength Concrete Circular Elements Wrapped with FRP Composites-Reference-Cited by-同舟云学术

Normal- and High-Strength Concrete Circular Elements Wrapped with FRP Composites

Author:

Eid R.¹²³,Roy N.¹²³,Paultre P.¹²³

Affiliation:

1. Structural Engineer, Halcrow Yolles, 207 Queen’s Quay West, Suite 550, PO Box 132, Toronto ON, Canada M5J 1A7.

2. Postdoctoral Fellow, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Sherbrooke, Sherbrooke PQ, Canada J1K 2R1.

3. Professor, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Sherbrooke, Sherbrooke PQ, Canada J1K 2R1.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

Reference26 articles.

2. American Concrete Institute (ACI). (2005). “Building code requirements for structural concrete.” ACI 318-05 Farmington Hills Mich.

3. Canadian Standard Association (CSA). (1994). “Design of concrete structures.” CSA A23.3-94 Rexdale Ont. Canada.

4. Canadian Standard Association (CSA). (2004). “Design of concrete structures.” CSA A23.3-04 Mississauga Ontario Canada.

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