首页 | 本学科首页   官方微博 | 高级检索  
     

桥面中央开口悬索桥涡激共振与制涡试验研究
引用本文:欧阳克俭,陈政清,韩艳,李红利.桥面中央开口悬索桥涡激共振与制涡试验研究[J].振动与冲击,2009,28(7):199-202.
作者姓名:欧阳克俭  陈政清  韩艳  李红利
作者单位:(1.湖南大学风工程试验研究中心,长沙 410082; 2.长沙理工大学土木建筑学院,长沙 410076)
基金项目:国家自然科学基金重点项目资助 
摘    要:摘 要: 本文研究了中央开口断面悬索桥涡振及其控制风洞试验。考虑了模型涡振幅值和和实桥涡振幅值之间换算的修正系数,风洞试验表明中央开口是导致该种断面形式涡激振动发生的主要原因。所设计的两种制涡方案都能达到控制涡振的目的,在不改变断面形式等因素的前提下,本文设计的制涡方案二能有效控制涡振,符合工程实际要求。同时试验也表明,阻尼能大幅降低涡振幅值。


关 键 词:中央开口断面    修正系数    涡振    控制    风洞试验  
收稿时间:2008-8-7
修稿时间:2008-10-15

Vortex-induced vibration of a suspension bridge with central-slotted box section and its control test study
OUYANG Ke-jian,CHEN Zheng-qing,HAN Yan,LI Hong-li.Vortex-induced vibration of a suspension bridge with central-slotted box section and its control test study[J].Journal of Vibration and Shock,2009,28(7):199-202.
Authors:OUYANG Ke-jian  CHEN Zheng-qing  HAN Yan  LI Hong-li
Affiliation:(1. Wind Engineering Experiment Research Center, Hunan University, Changsha 410082, Hunan, China; 2. School Of Civil Engineering and Architecture, Changsha 410076, Hunan, China)
Abstract:Vortex-induced vibration (VIV) of a suspension bridge with central-slottod box section and its control was studied by use of wind tunnel test. The conversion relationships between the resonant amplitudes of the model and those of the prototype bridge were considered. And the correction coefficients of modal shapes were also presented. Two methods were proposed to control VIV successfully. The second method was able to control VIV effectively under the condition that the section shape was not altered and it could meet the requirements of engineering practice. The test al- so indicated that damping could suppress the amplitudes of VIV notably.
Keywords:central-slotted box section  correction coefficient  vortex induced vibration (VIV)  controlling  wind tunnel test
本文献已被 万方数据 等数据库收录!
点击此处可从《振动与冲击》浏览原始摘要信息
点击此处可从《振动与冲击》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号