Performance of Polyurea Retrofitted Unreinforced Concrete Masonry Walls Under Blast Loading
Unreinforced masonry walls subjected to blast loading are vulnerable to collapse and fragmentation. The objective of this thesis is to conduct experimental and analytical research for developing a blast retrofit methodology that utilizes polyurea. A total of four unreinforced masonry walls were cons...
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| Language: | en |
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Université d'Ottawa / University of Ottawa
2012
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| Online Access: | http://hdl.handle.net/10393/23180 http://dx.doi.org/10.20381/ruor-5935 |
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