Experimental Evaluation of Static Cyclic In-Plane Shear Behavior of Unreinforced Masonry Walls Strengthened with NSM FRP Strips-Reference-Cited by-同舟云学术

Experimental Evaluation of Static Cyclic In-Plane Shear Behavior of Unreinforced Masonry Walls Strengthened with NSM FRP Strips

Published:2015-06 Issue:3 Volume:19 Page:04014055
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Konthesingha K. M. C.¹,Masia M. J.²,Petersen R. B.³,Page A. W.⁴

Affiliation:

1. Research Associate, Centre for Infrastructure Performance and Reliability, School of Engineering, Univ. of Newcastle, University Dr., Callaghan, NSW 2308, Australia (corresponding author).

2. Associate Professor, Centre for Infrastructure Performance and Reliability, School of Engineering, Univ. of Newcastle, University Dr., Callaghan, NSW 2308, Australia.

3. Research Associate, Centre for Infrastructure Performance and Reliability, School of Engineering, Univ. of Newcastle, University Dr., Callaghan, NSW 2308, Australia.

4. Emeritus Professor, Centre for Infrastructure Performance and Reliability, School of Engineering, Univ. of Newcastle, University Dr., Callaghan, NSW 2308, Australia.

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.1943-5614.0000512

Reference30 articles.

1. Experimental Response of Externally Retrofitted Masonry Walls Subjected to Shear Loading

2. ASTM. (2002). “Standard test method for diagonal tension (shear) in masonry assemblages.” E519-02 Philadelphia.

3. Experimental analysis of historic masonry walls reinforced by CFRP under in-plane cyclic loading

4. In-Plane Seismic Response of URM Walls Upgraded with FRP

5. Shear strength of URM walls retrofitted using FRP

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