Structural Reliability Analysis of the Hardanger Bridge using an enhanced Monte Carlo Method
In the present study, a reliability analysis of the Hardanger Bridge was performed, by assessing the probability that multimodal flutter will occur. The self-exiting forces which reduce the effective damping and stiffness of the bridge, are formulated in terms of flutter derivatives. Measurements of...
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| Format: | Others |
| Language: | English |
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Norges teknisk-naturvitenskapelige universitet, Institutt for bygg, anlegg og transport
2014
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| Online Access: | http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-26648 |