拉索风雨激振的多模态耦合及面内-面外振动

李 暾;陈政清;李寿英

振动与冲击 ›› 2012, Vol. 31 ›› Issue (4) : 115-122.

PDF(3446 KB)
PDF(3446 KB)
振动与冲击 ›› 2012, Vol. 31 ›› Issue (4) : 115-122.
论文

拉索风雨激振的多模态耦合及面内-面外振动

  • 李 暾1,2; 陈政清1; 李寿英1
作者信息 +

Modes coupling and in-plane/out-of-plane vibration in rain-wind induced vibration of cable

  • LI Tun1,2; CHEN Zheng-qing1; LI Shou-ying1
Author information +
文章历史 +

摘要

在假设拉索表面与水线之间作用着库仑阻尼力和粘滞线性阻尼力的基础上,建立了能够反映拉索面内-面外振动的带运动水线的连续弹性拉索风雨激振理论模型。通过振型分解,获得了以拉索面内-面外各阶模态表示的拉索运动微分方程。利用该理论模型对洞庭湖大桥S19拉索进行了分析,结果表明:拉索风雨激振是多模态的耦合振动,振动过程中伴随着模态的转移;面内振动和面外振动同时发生,通常情况下面内振动占据优势;拉索截面运动的轨迹是一个斜置椭圆,或是几个斜置椭圆交织在一起;风速对拉索振动偏振角有较大影响;拉索最大振幅发生的位置随参振模态的变化而改变

Abstract

Assuming the interactions between the cable surface and the rivulet as Coulomb and linear viscous damping forces, the in-plane/out-of-plane vibration model of rain-wind-induced vibration of continuous elastic cable with the moving rivulet was formulated. Differential equations of motion expressed with in-plane and out-of-plane modes of cable were obtained through modes decoupling method. S19 cable of Dongting Lake Bridge was analyzed using this model. It is shown that rain-wind-induced vibration of cable includes several modes which coupling and transforming mutually. The in-plane-vibration and the out-of-plane-vibration are occurred at the same time and the in-plane-vibration occupies dominant position generally. Vibration locus of cable’s section is an inclined ellipse or several inclined ellipsis which interlaced each other. Wind velocity has an important effect on vibration inclination angle of cable. The location of the maximum amplitude is changed with different vibration modes.

关键词

拉索风雨激振 / 连续弹性拉索模型 / 模态耦合 / 面内-面外振动

Key words

rain-wind-induced vibration of cable / continuous elastic cable model / modes coupling / in-plane/out-of plane vibration

引用本文

导出引用
李 暾;陈政清;李寿英. 拉索风雨激振的多模态耦合及面内-面外振动[J]. 振动与冲击, 2012, 31(4): 115-122
LI Tun;CHEN Zheng-qing; LI Shou-ying. Modes coupling and in-plane/out-of-plane vibration in rain-wind induced vibration of cable[J]. Journal of Vibration and Shock, 2012, 31(4): 115-122

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