System-level Structural Reliability of Bridges
The purpose of this thesis is to demonstrate that two-girder or two-web structural systems can be employed to design efficient bridges with an adequate level of redundancy. The issue of redundancy in two-girder bridges is a constraint for the bridge designers in North America who want to take advant...
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| Language: | en_ca |
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2010
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| Online Access: | http://hdl.handle.net/1807/30141 |