Slender Steel Columns Strengthened Using High-Modulus CFRP Plates for Buckling Control-Reference-Cited by-同舟云学术

Slender Steel Columns Strengthened Using High-Modulus CFRP Plates for Buckling Control

Published:2009-02 Issue:1 Volume:13 Page:2-12
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Shaat Amr¹²,Fam Amir Z.¹²

Affiliation:

1. Doctoral Candidate, Dept. of Civil Engineering, Queen’s Univ., Kingston ON, Canada K7L 3N6.

2. Associate Professor and Canada Research Chair in Innovative and Retrofitted Structures, Dept. of Civil Engineering, Queen’s Univ., Kingston ON, Canada K7L 3N6 (corresponding author).

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%282009%2913%3A1%282%29

Reference20 articles.

1. Use of Fiber-Reinforced Polymer Composite Elements to Enhance Structural Steel Member Ductility

2. AISC. (2005). “Specification for structural steel buildings.” ANSI/AISC 360-05 Chicago.

3. Allen H. G. and Bulson P. S. (1980). “Background of buckling.” McGraw-Hill U.K. 582.

4. Repair of Steel Composite Beams with Carbon Fiber-Reinforced Polymer Plates

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