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- W2360363008 abstract "Based on the finite element analysis theory and with the aid of the finite element general computational procedure,take the single tower cable-stayed bridge as the project background,has carried on the theoretical analysis to this bridge self oscillation characteristic and passes to the structure carries on moves the load experiment. Has carried on the contrast analysis the scene gathering tentative data and the theoretical calculation data,discovered the base frequency theoretical value is lower than the actual value,the impact coefficient actual value is smaller than the theoretical value. Explained the structure actual rigidity is bigger than the theory rigidity and has the good anti-impact performance." @default.
- W2360363008 created "2016-06-24" @default.
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- W2360363008 date "2009-01-01" @default.
- W2360363008 modified "2023-09-23" @default.
- W2360363008 title "Dynamic Test Research of Long-span Single Tower Cable-stayed Bridge" @default.
- W2360363008 hasPublicationYear "2009" @default.
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