Seismic Performance of Masonry Buildings Retrofitted by Pre-Cast RC Panels

Proposed in this study is a retrofitting technology that can be applied on exiting masonry buildings. It employs pre-cast reinforced concrete panels to confine existing masonry structure. The pre-cast members constitute a frame which encomprises the existing building. The confinement effectively imp...

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Bibliographic Details
Published inApplied Mechanics and Materials Vol. 166-169; pp. 1811 - 1817
Main Authors Miao, Qi Song, Chen, Xi, Wang, Tao, Li, Wen Feng
Format Journal Article
LanguageEnglish
Published Zurich Trans Tech Publications Ltd 01.05.2012
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ISBN9783037854211
3037854219
ISSN1660-9336
1662-7482
1662-7482
DOI10.4028/www.scientific.net/AMM.166-169.1811

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Summary:Proposed in this study is a retrofitting technology that can be applied on exiting masonry buildings. It employs pre-cast reinforced concrete panels to confine existing masonry structure. The pre-cast members constitute a frame which encomprises the existing building. The confinement effectively improves the ductility, strength, and stiffenss of masonry structures. Moreover, the reinforced concrete panels are fabricated in factory, significantly reduces the situ construction and construction period. To demonstrate the design theory, construction organization, and seismic performance of the retrofitted structure, a full-scale structure was tested physically. Pseudo-dynamic testing results indicate the feasibilty and effectiveness of the proposed retrofitting technology.
Bibliography:Selected, peer reviewed papers from the 2nd International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2012), May 25-27, 2012, Yantai, China
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ISBN:9783037854211
3037854219
ISSN:1660-9336
1662-7482
1662-7482
DOI:10.4028/www.scientific.net/AMM.166-169.1811