URM Walls Strengthened with Fabric-Reinforced Cementitious Matrix Composite Subjected to Diagonal Compression-Reference-Cited by-同舟云学术

URM Walls Strengthened with Fabric-Reinforced Cementitious Matrix Composite Subjected to Diagonal Compression

Published:2014-04 Issue:2 Volume:18 Page:04013045
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Babaeidarabad Saman¹,De Caso Francisco²,Nanni Antonio³

Affiliation:

1. Ph.D. Student, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Miami, 1251 Memorial Dr., Room MEB 315, Coral Gables, FL 33146 (corresponding author).

2. Lecturer, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Miami,1251 Memorial Dr., Room MEB 308, Coral Gables, FL 33146.

3. Lester and Gwen Fisher Endowed Scholar, Professor and Chair, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Miami, 1251 Memorial Dr., Room MEB 325, Coral Gables, FL 33146.

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.1943-5614.0000441

Reference31 articles.

1. Experimental and Numerical Study for the Shear Strengthening of Reinforced Concrete Beams Using Textile-Reinforced Mortar

2. American Concrete Institute (ACI). (2010). “Guide for the design and construction of externally bonded fiber-reinforced polymer systems for strengthening unreinforced masonry structures.” ACI 440.7R Farmington Hills MI.

3. American Concrete Institute (ACI). (2013). “Design and construction guide of externally bonded FRCM systems for concrete and masonry repair and strengthening.” ACI 549 Farmington Hills MI.

4. ASTM. (2010). “Standard test methods for diagonal tension (shear) in masonry assemblages.” ASTM E519/ E519M West Conshohocken PA.

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