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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| Published in | Applied Mechanics and Materials Vol. 166-169; pp. 1811 - 1817 |
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| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
| Published |
Zurich
Trans Tech Publications Ltd
01.05.2012
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| Subjects | |
| Online Access | Get full text |
| ISBN | 9783037854211 3037854219 |
| ISSN | 1660-9336 1662-7482 1662-7482 |
| DOI | 10.4028/www.scientific.net/AMM.166-169.1811 |
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| Abstract | 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. |
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| AbstractList | 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. |
| Author | Chen, Xi Miao, Qi Song Wang, Tao Li, Wen Feng |
| Author_xml | – givenname: Qi Song surname: Miao fullname: Miao, Qi Song email: miaoqisong@vip.sina.com organization: Beijing Institute of Architecture Design : Complex structure research department – givenname: Xi surname: Chen fullname: Chen, Xi email: cx8171@126.com organization: China Earthquake Administration : Institute of Engineering Mechanics – givenname: Tao surname: Wang fullname: Wang, Tao email: wangtao2004@gmail.com organization: China Earthquake Administration : Institute of Engineering Mechanics – givenname: Wen Feng surname: Li fullname: Li, Wen Feng email: liwenfeng00@126.com organization: Beijing Institute of Architecture Design : Complex structure research department |
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| Copyright | 2012 Trans Tech Publications Ltd Copyright Trans Tech Publications Ltd. May 2012 |
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| DOI | 10.4028/www.scientific.net/AMM.166-169.1811 |
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| Keywords | Seismic Performance Precast RC Walls Masonry Structure Pseudo-Dynamic Test |
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| Title | Seismic Performance of Masonry Buildings Retrofitted by Pre-Cast RC Panels |
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