Dynamic Analysis of Train-Rail-Bridge Interaction considering Concrete Creep of a Multi-Span Simply Supported Bridge
A moving wheel-rail interaction element incorporating rail irregularity is derived, and the finite element equations of motion for the train-rail-bridge interaction system are established. Then, the long-term creep deformation increment of an actual pre-stressed concrete girder is predicted based on...
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Veröffentlicht in: | Advances in structural engineering 2014-05, Vol.17 (5), p.709-720 |
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Sprache: | eng |
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