Numerical Investigation on the Influence of FRP Retrofit Layout and Geometry on the In-Plane Behavior of Masonry Walls-Reference-Cited by-同舟云学术

Numerical Investigation on the Influence of FRP Retrofit Layout and Geometry on the In-Plane Behavior of Masonry Walls

Published:2012-12 Issue:6 Volume:16 Page:712-723
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Lignola Gian Piero¹,Prota Andrea²,Manfredi Gaetano²

Affiliation:

1. Dept. of Structural Engineering, Univ. of Naples, Federico II, Via Claudio 21, Naples, Italy (corresponding author).

2. Dept. of Structural Engineering, Univ. of Naples, Federico II, Via Claudio 21, Naples, Italy.

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.1943-5614.0000297

Reference48 articles.

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

2. Behavior of FRP Strengthened Infill Walls under In-Plane Seismic Loading

3. American Concrete Institute (ACI). (2010). “Guide for the design and construction of externally bonded fiber reinforced polymer systems for strengthening unreinforced masonry structures.” ACI440.7R-10 Farmington Hills MI.

4. A numerical evaluation of the interlaminar stress state in externally FRP plated RC beams

5. Chuang S. W. Zhuge Y. Wong T. Y. and Peters L. (2003). “Seismic retrofitting of unreinforced masonry walls by FRP strips.” 2003 Pacific Conf. on Earthquake Engineering New Zealand National Society for Earthquake Engineering Wellington New Zealand.

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