A performance-based approach to retrofitting unreinforced masonry structures for seismic loads
Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2007. === Includes bibliographical references (leaves 58-59). === The structural inadequacy of existing unreinforced masonry (URM) buildings to resist possible seismic loading is a serious problem...
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Format: | Others |
Language: | English |
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Massachusetts Institute of Technology
2007
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Online Access: | http://hdl.handle.net/1721.1/38944 |