The behavior of steel beam-column joints subjected to catenary action
Progressive collapse in a building occurs when the steel connection is unable to resist the abnormal loads imposed to it. Failure in one part of the structure can lead to an unstable mechanism in the load transferring process. If the damaged system is incapable of reaching a new static equilibrium,...
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| Format: | Final Year Project (FYP) |
| Language: | English |
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2011
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| Online Access: | http://hdl.handle.net/10356/45031 |