The cable-stayed suspension hybrid bridge (CSSHB) is combination of two structural systems one is cable-stayed bridge, which provide more rigidity due to presence of tensed cable stays as a force resistance element and another is suspension bridge, which provide more span in bridge. So, combination of these two systems can be used to provide more span in bridge. In this study, effect of multi-support excitations is introduced in cable-stayed bridge and cable-stayed suspension hybrid bridge

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... B) and also analysed using non-linear time history in SAP2000 software. A comparison is made with cable-stayed bridge with effect of multi-support excitation and the hybrid bridge with effect of multi-support excitation and found that the acceleration of deck, displacement of deck and top pylon displacement and compared to with multi-support excitation on cablestayed bridge and cable-stayed suspension hybrid bridge (CSSHB).