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- W2364281109 abstract "The study of the character istics of suspensions free vibrations is basic to the analysis of shock resistance,wind resistance and so on.Considering the effect of coupling of flexural and axial action,big cable tilt angle and cable longitudinal displacement,based on functional analysis,and by applying the variation method,this paper draws free vibrations differential equation of double towers and three continuous spans self-anchored suspension bridges.According to simplistic differential equation,the paper establishes the formula which can calculate self-anchored longitudinal vibration and vertical vibration frequency.Finally,through tow examples to check the formulas,they are proved right." @default.
- W2364281109 created "2016-06-24" @default.
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- W2364281109 date "2008-01-01" @default.
- W2364281109 modified "2023-09-27" @default.
- W2364281109 title "Study on Self-anchored Suspension Bridges Free Vibrations" @default.
- W2364281109 hasPublicationYear "2008" @default.
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