From the figures, it can be seen that the seismic response of each component shows a decreasing trend with the increase of the defined longitudinal axis number of the bridge, that is, the longitudinal bridge response obtained by loading seismic waves along the X1 axis and the transverse bridge response obtained by loading perpendicular to the X1 axis are both the largest.
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Influence of ground motion parameters on seismic response of a large-longitudinal-slope and small-radius curved girder bridge.
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