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用调谐转动惯量阻尼器控制大跨度桥梁颤振研究

CONTROLLING OF FLUTTER OF LONG SPAN BRIDGE BY USING TUNED ROTARY INERTIA DAMPER

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【作者】 刘军龙李飞王海云李冀龙

【Author】 LIU Junlong;LI Fei;WANG Haiyun;LI Yilong;Heilongjiang Construction Group Co.,Ltd.;Heilongjiang Construction Technology Development Center;Key Laboratory of Structural Engi.Disaster and Control ( Harbin Institute of Technology);School of Civil Engi.,Harbin Institute of Technology;

【机构】 黑龙江省建设集团有限公司黑龙江省建设技术发展中心结构工程灾变与控制教育部重点实验室(哈尔滨工业大学)哈尔滨工业大学土木工程学院

【摘要】 针对大跨度桥梁的颤振问题,研究了利用调谐转动惯量阻尼器(TRID)进行大跨度桥梁颤振的被动控制方法。建立了具有调谐转动惯量阻尼器的桥梁在均匀风场中的系统颤振运动方程,引入状态空间向量,求解颤振临界风速。以虎门大桥为对象,分析了TRID对提高临界风速的有效性及TRID参数对控制效果的影响。

【Abstract】 A passive vibration control method was proposed in this study to control flutter of longspan bridges by using tuned rotary inertia damper( TRID). The flutter motion equation was established to describe the behavior of long-span bridges( with TRID) under the action of uniform wind field. State space vector was used in the equation and the critical wind speed causing flutter was solved. This method was used in Humen Bridge and the efficiency of the TRID in increasing critical wind speed was analyzed. Also,the influence of parameters of TRID on vibration control effects was addressed.

  • 【文献出处】 低温建筑技术 ,Low Temperature Architecture Technology , 编辑部邮箱 ,2017年08期
  • 【分类号】U441.3
  • 【被引频次】1
  • 【下载频次】103
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