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- W2350610198 abstract "This paper builds the theoretical model of axial passive control of tensile cable vibrations.An elastic restraint is set at the end of cable in axial direction and the support translation is influenced,which accordingly leads to the change of vibration characteristics of cable and the damping effects are achieved eventually.The governing equation of in-plane vibration of cable-restraint system is derived by means of D'Alembert principle,and then those partial differential equations are transformed into a set of ordinary differential equations by Garlerkin method.The method of Runge-Kutta integration is applied to solve the equation.The simulation analysis is made to prove that this vibration control has obvious damping effects and then the influence of cable tension,support mass,natural frequency and spring stiffness on the damping are discussed.Eventually,the approximate analytic solution of the optimum damping parameter is obtained to provide a simple and effective reference and design method for the engineers." @default.
- W2350610198 created "2016-06-24" @default.
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- W2350610198 date "2010-01-01" @default.
- W2350610198 modified "2023-09-23" @default.
- W2350610198 title "Study on vibration control of cables with elastic end restraint(I):Theoretical model" @default.
- W2350610198 hasPublicationYear "2010" @default.
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