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- W2355358801 abstract "The mode response of a steel truss bridge was analyzed by ANSYS and its seismic responses under transverse and longitudinal excitation were calculated using time-history analysis function.The peak value responds of displacement and member internal force at key sections were obtained.The conclusions obtained through numerical simulation have valuable reference to aseismic design of steel truss bridge." @default.
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- W2355358801 date "2008-01-01" @default.
- W2355358801 modified "2023-09-26" @default.
- W2355358801 title "Response Analysis of Steel Truss Bridge under Seismic Load" @default.
- W2355358801 hasPublicationYear "2008" @default.
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