Unreinforced Concrete Masonry Walls Strengthened with CFRP Sheets and Strips under Pendulum Impact-Reference-Cited by-同舟云学术

Unreinforced Concrete Masonry Walls Strengthened with CFRP Sheets and Strips under Pendulum Impact

Published:2010-12 Issue:6 Volume:14 Page:775-783
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Cheng Lijuan¹²,McComb Ashley M.¹²

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of California–Davis, One Shields Ave., Davis, CA 95616 (corresponding author).

2. Formerly, Graduate Researcher, Dept. of Civil and Environmental Engineering, Univ. of California–Davis, One Shields Ave., Davis, CA 95616.

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.1943-5614.0000131

Reference28 articles.

1. Impact on Composite Structures

2. Dynamic response and seismic testing of CMU walls rehabilitated with composite material applied to only one side

3. Strengthening of Unreinforced Masonry Walls Using FRPs

4. Load Capacity of Concrete Masonry Block Walls Strengthened with Epoxy-bonded GFRP Sheets

5. American Concrete Institute (ACI). (2009). “Guide for the design and construction of externally bonded fiber-reinforced polymer systems for strengthening unreinforced masonry structures.” ACI 440-XR Detroit.

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