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- W2386840911 abstract "The random bridge deck surface roughness is described by a zero-mean stationary Gaussian random process and bridge is modeled by finite element method considering initial stress effect and geometrical non-linearity of cable-stayed bridge in the study.A numerical method on vehicle-bridge coupling vibration analysis of large span cable-stayed bridges is introduced,put forward some advices for vehicle-bridge coupling vibration dynamical analysis of large span cable-stayed bridges." @default.
- W2386840911 created "2016-06-24" @default.
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- W2386840911 date "2009-01-01" @default.
- W2386840911 modified "2023-09-24" @default.
- W2386840911 title "Numerical Method Based on Vehicle-bridge Coupling Vibration Analysis of Large Span Cable-stayed Bridges" @default.
- W2386840911 hasPublicationYear "2009" @default.
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