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- W2388856716 abstract "The mean-square response of long-span concrete filled steel tublar(CSFT) arch bridge under longitude excitation, vertical excitation, transverse excitation and three-dimension excitation is calculated by pseudo-excitation method. The effect of multi-support input for the every directional excitation and three-component excitation on the response of CSFT arch bridge is studied respectively. The results are shown that effect of the multi-support input for the longitude excitation and vertical excitation on response of CSFT arch bridge is obvious, but the asynchronous input effect of transverse excitation is negligible." @default.
- W2388856716 created "2016-06-24" @default.
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- W2388856716 date "2007-01-01" @default.
- W2388856716 modified "2023-09-24" @default.
- W2388856716 title "Stationary stochastic response of long-span CSFT arch bridge under the multi-component and multi-support seismic excitation" @default.
- W2388856716 hasPublicationYear "2007" @default.
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