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- W2386933161 abstract "The different pier-tower-girder consolidated forms have different effects on the self-vibration characteristics of partial cable-stayed bridge.The self-vibration characteristics of the Beijing-Shanghai traverse grand bridge in tianjin hub of Beijing-Shanghai high-speed railway engineering are analyzed by the method of finite element in this paper,meanwhile the conclusions are contrasted with conclusions of other three modes.These conclusions have certain reference significances to the similar projects." @default.
- W2386933161 created "2016-06-24" @default.
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- W2386933161 date "2011-01-01" @default.
- W2386933161 modified "2023-09-26" @default.
- W2386933161 title "ANALYSIS OF SELF-VIBRATION CHARACTERISTICS FOR THE PARTIAL CABLE-STAYED BRIDGE OF RAILWAY" @default.
- W2386933161 hasPublicationYear "2011" @default.
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