
Primary Investigation on the Concept and Method of Cable-Beam Vibration in Cable-Stayed Bridge
Wang Tao;Shen Rui-li;Li Hong
Journal of Vibration and Shock ›› 2013, Vol. 32 ›› Issue (20) : 29-34.
Primary Investigation on the Concept and Method of Cable-Beam Vibration in Cable-Stayed Bridge
We defined the conception of Cable-Beam vibration, which include forced vibration and parametric vibration. We combined nonlinear finite element method with cable nonlinear vibration equation for the investigation of Cable-Beam vibration. Built up a numerical calculation model by computer programming, discussed about the characteristics of Cable-Beam vibration based on the numerical result. The computing result indicated that the cable vibration has distinct relationship with the global structure vibration. The result was closer to practical situation. The method could be used for building global bridge finite element model for investigation.
Cables / Main Resonance / Parametric Resonance / Geometrical nonlinearity / FEM {{custom_keyword}} /
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