Existing investigations have proved that the near-fault vertical ground motion (VGM) would have a significant effect on the seismic performance of bridge structures. This study mainly investigates the combined effect of VGM and horizontal ground motion (HGM) on failure mode and component damage sequence of long-span sea-crossing cable-stayed bridges. For this purpose, a long-span sea-crossing cable-stayed bridge considering the pile-soil effect and hydrodynamic effects is selected in this paper. The seismic demand models and limit state models are developed under the combination of VGM and HGM to perform the component fragility analysis, which aims to evaluate the damage state and sequence of key components. The results indicate that VGM has little effect on the damage probability of the bearings, but an adverse effect on the damage probability of the pylons and piers. The vulnerable component would be changed from the bearing to the pier and pylon with strong VGM. Meanwhile, the three-dimensional fragility surface of each component based on the horizontal peak ground velocity (Vx) and the ratio of vertical to horizontal component (αV/H) is obtained by convolution. Thus, the effects of Vx and αV/H on the damage mechanism of the cable-stayed bridge in different damage states are quantified.
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