Seismic Performance of GFRP-Reinforced Concrete Rectangular Columns-Reference-Cited by-同舟云学术

Seismic Performance of GFRP-Reinforced Concrete Rectangular Columns

Published:2016-06 Issue:3 Volume:20 Page:04015074
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Ali Mahmoud A.¹,El-Salakawy Ehab²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, MB, Canada R3T 5V6.

2. Professor and Canada Research Chair in Durability and Modernization of Civil Structures, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, MB, Canada R3T 5V6 (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%29CC.1943-5614.0000637

Reference20 articles.

1. ACI (American Concrete Institute). (2005). “Acceptance criteria for moment frames based on structural testing and commentary.” ACI 374.1-05 Farmington Hills MI 9.

2. ACI (American Concrete Institute). (2015). “Guide for the design and construction of structural concrete reinforced with fiber-reinforced polymer (FRP) bars.” ACI 440.1R-15 Farmington Hills MI 83.

3. Alsayed S. H. Al-Salloum Y. A. Almuslallam T. H. and Amjad M. A. (1999). “Concrete columns reinforced by glass fiber reinforced polymer rods.” Special Publication SP-188 ACI Farmington Hills MI 103–112.

4. Fibre reinforced polymer composite bars for the structural concrete slabs of a Public Works and Government Services Canada parking garage

5. Minimum reinforcement ratio for fiber-reinforced polymer reinforced concrete rectangular columns;Choo C. C.;ACI Struct. J.,2006

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