Analytical and Experimental Study on Upgrading the Seismic Performance of Reinforced Masonry Columns Using GFRP and CFRP Wraps-Reference-Cited by-同舟云学术

Analytical and Experimental Study on Upgrading the Seismic Performance of Reinforced Masonry Columns Using GFRP and CFRP Wraps

Published:2018-08 Issue:4 Volume:22 Page:04018013
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Ashour Ahmed¹,Galal Khaled²,Farnia Nima³

Affiliation:

1. Postdoctoral Fellow, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montréal, QC, Canada H3G 1M8; presently, on leave, Faculty of Engineering, Cairo Univ., Giza 12613, Egypt.

2. Professor, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montréal, QC, Canada H3G 1M8 (corresponding author).

3. Formerly, Ph.D. Graduate, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montréal, QC, Canada H3G 1M8.

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.1943-5614.0000844

Reference22 articles.

1. Dynamic and static testing of reinforced concrete masonry structures;Abrams D. P.;Masonry Soc. J.,1988

2. Structural Upgrading of Masonry Columns by Using Composite Reinforcements

3. Ashour A. and W. El-Dakhakhni. 2016a. “Backbone model for displacement-based seismic design of reinforced masonry shear wall buildings.” In Proc. 16th Int. Brick and Block Masonry Conf. 65–70. London: Taylor and Francis.

4. Influence of Floor Diaphragm–Wall Coupling on the System-Level Seismic Performance of an Asymmetrical Reinforced Concrete Block Building

5. Ashour A. and K. Galal. 2017. “Load-displacement backbone model for flexure-dominated reinforced masonry shear walls.” In Proc. 13th Canadian Masonry Symp. Mississauga ON Canada: Canada Masonry Design Centre.

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