In-Plane Shear Behavior of Masonry Panels Strengthened with NSM CFRP Strips. I: Experimental Investigation-Reference-Cited by-同舟云学术

In-Plane Shear Behavior of Masonry Panels Strengthened with NSM CFRP Strips. I: Experimental Investigation

Published:2010-12 Issue:6 Volume:14 Page:754-763
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Petersen Robert B.¹²³,Masia Mark J.¹²³,Seracino Rudolf¹²³

Affiliation:

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

2. Senior Lecturer, Centre for Infrastructure Performance and Reliability, School of Engineering, The Univ. of Newcastle, Callaghan, NSW, Australia.

3. Associate Professor, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695-7533.

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.1943-5614.0000134

Reference22 articles.

1. Alcaino P. and Santa Maria H. (2008). “Shear response of masonry walls with external CFRP reinforcement.” Proc. 14th World Conf. on Earthquake Engineering (14WCEE) MIRA Digital ⟨http://www.14wcee.org/Proceedings/isv7/main.htm⟩ (Sept. 29 2010).

2. ASTM. (1993). “Standard test method for diagonal tension (shear) in masonry assemblages.” ASTM E519-93 Philadelphia.

3. State‐of‐the‐Art Report on Seismic Performance of Unreinforced Masonry Buildings

4. Strengthening techniques tested on masonry structures struck by the Umbria–Marche earthquake of 1997–1998

5. Near-surface mounted FRP reinforcement: An emerging technique for strengthening structures

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