Cyclic shear behavior of masonry walls strengthened with prestressed steel bars and glass fiber grids-Reference-Cited by-同舟云学术

Cyclic shear behavior of masonry walls strengthened with prestressed steel bars and glass fiber grids

Published:2020-04 Issue: Volume:238 Page:111961
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Yang Keun–Hyeok,Mun Ju–Hyun,Hwang Seung–Hyeon

Funder

National Research Foundation of Korea

Ministry of Science, ICT & Future Planning

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference34 articles.

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2. Modelling of unreinforced masonry walls under shear and compression;Chaimoon;Eng Struct,2007

3. In-plane seismic performance of unreinforced masonry walls strengthened with unbonded prestressed wire rope units;Yang;Eng Struct,2012

4. Seismic capacity and seismic retrofitting of low rise buildings-unreinforced masonry, brick-infilled RC frame and steel slit damper retrofitted RC frame;Lee,2005

5. Experimental analysis of historic masonry walls reinforced by CFRP under in-plane cyclic loading;Capozucca;Compos Struct,2011

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