Strengthening of Infill Masonry Walls with FRP Materials-Reference-Cited by-同舟云学术

Strengthening of Infill Masonry Walls with FRP Materials

Published:2011-04 Issue:2 Volume:15 Page:206-214
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Lunn Dillon S.¹²,Rizkalla Sami H.¹²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., 2414 Campus Shore Dr., Campus Box 7533, Raleigh, NC 27695 (corresponding author).

2. Distinguished Professor, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., 2414 Campus Shore Dr., Campus Box 7533, Raleigh, NC 27695.

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.1943-5614.0000088

Reference25 articles.

1. Strengthening of Unreinforced Masonry Walls Using FRPs

2. ASTM. (2005). “Standard test method for compressive strength of cylindrical concrete specimens.” C39-05 West Conshohocken PA.

3. ASTM. (2007). “Standard test method for compressive strength of masonry prisms.” C1314-07 West Conshohocken PA.

4. ASTM. (2008a). “Standard test method for compressive strength of hydraulic cement mortars (using 2-in. or [50-mm] cube specimens).” C109-08 West Conshohocken PA.

5. ASTM. (2008b). “Standard test methods for sampling and testing concrete masonry units and related units.” C140-08 West Conshohocken PA.

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