Abstract
In this paper, to make clear the influence of earthquake-input direction on the response of RC continuous viaduct, dynamic analyses based on flexibility method were carried out. As resu ts of these simulations, both the value of maximum moment of section and that of the response of the pier var with the earthquake-input direction. Further, in total bridge system model, each of the piers responds itsown response and thesebehaviors differ from that of single pier model.
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