斜拉桥索-梁相关振动概念及其研究方法初探

王涛;沈锐利;李洪

振动与冲击 ›› 2013, Vol. 32 ›› Issue (20) : 29-34.

PDF(2127 KB)
PDF(2127 KB)
振动与冲击 ›› 2013, Vol. 32 ›› Issue (20) : 29-34.
论文

斜拉桥索-梁相关振动概念及其研究方法初探

  • 王涛1,沈锐利1,李洪2
作者信息 +

Primary Investigation on the Concept and Method of Cable-Beam Vibration in Cable-Stayed Bridge

  • Wang Tao1, Shen Rui-li1, Li Hong2
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摘要

将斜拉索在端点位移激励作用下的强迫振动与参数振动定义为索-梁相关振动。把拉索振动的非线性振动方程与非线性有限元动力时程积分方法结合起来研究了索-梁相关振动现象。通过编程建立了数值计算模型,根据计算结果讨论了结构在发生索-梁相关振动时的特性。计算结果表明,拉索的局部振动与整体结构的相关效应较为明显,计算结果较为接近实际结构振动的情况。该方法可以应用于全桥有限元计算模型的建立与研究。

Abstract

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.

关键词

拉索 / 主共振 / 参数共振 / 几何非线性 / 有限元方法

Key words

Cables / Main Resonance / Parametric Resonance / Geometrical nonlinearity / FEM

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王涛;沈锐利;李洪. 斜拉桥索-梁相关振动概念及其研究方法初探[J]. 振动与冲击, 2013, 32(20): 29-34
Wang Tao;Shen Rui-li;Li Hong. Primary Investigation on the Concept and Method of Cable-Beam Vibration in Cable-Stayed Bridge[J]. Journal of Vibration and Shock, 2013, 32(20): 29-34

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