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斜拉索风雨激振的非线性理论研究
引用本文:张翠英,何学军,骆素培.斜拉索风雨激振的非线性理论研究[J].科学技术与工程,2007,7(20):5331-53345338.
作者姓名:张翠英  何学军  骆素培
作者单位:1. 天津大学机械工程学院,天津,300072;河北工程技术高等专科学校土木系,沧州,061001
2. 天津大学机械工程学院,天津,300072
3. 河北工程技术高等专科学校土木系,沧州,061001
基金项目:国家自然科学基金(10372068)和教育部博士点基金(20060056005)资助
摘    要:研究两个自由度的斜拉索风雨激振模型,利用符号代数语言Mathematica对系统进行数值分析,得到了索结构和水线的运动相图,结果表明他们的运动均收敛于稳定的极限环。同时分析讨论了拉索结构阻尼、风攻角等因素对系统运动的影响。

关 键 词:风雨激振  拉索  非线性  水线  阻尼
文章编号:1671-1819(2007)20-5331-05
修稿时间:2007-05-08

Nonlinear Theoretical Research of Rain-wind-induced Vibrations of Cable Structure
ZHANG Cui-ying,HE Xue-jun,LUO Su-pei.Nonlinear Theoretical Research of Rain-wind-induced Vibrations of Cable Structure[J].Science Technology and Engineering,2007,7(20):5331-53345338.
Authors:ZHANG Cui-ying  HE Xue-jun  LUO Su-pei
Institution:Sehool of Mechanical Engineering, Tianjin University , Tianjin 300072, P. R. China; Department of Civil Engeneering , Hehei Engeneering and technical Colledge, Cangzhou 061001, P. R. China
Abstract:Two-degree model of rain-wind-induced vibrations of cable structure was studied.The original system was studied by numerical computation with symbol algebra language mathematica.The phase diagrams of cable and water-line were achieved.It showed that their moments converged to limit circles.The influence of damping of cable,angle of attack etc was discussed.
Keywords:rain-wind-induced vibrations cable nonlinear water-line damp
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