Dynamic analysis of train?bridge system subjected to non-uniform seismic excitations.
Based on the theory of dynamic wheel?rail interactions, a dynamic model of coupled train?bridge system subjected to earthquakes is established, in which the non-uniform characteristics of the seismic wave input from different foundations are considered. The bridge model is based on the modal compreh...
| Pubblicato in: | Earthquake engineering & structural dynamics. 35, 12 (2006). |
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| Autore principale: | |
| Natura: | Articolo |
| Lingua: | English |
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