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考虑减振装置弹簧刚度的斜拉索等效索长及索力测量
引用本文:黄侨,胡健琛,黄志伟,陈晓强.考虑减振装置弹簧刚度的斜拉索等效索长及索力测量[J].东南大学学报(自然科学版),2012,42(4):724-728.
作者姓名:黄侨  胡健琛  黄志伟  陈晓强
作者单位:1. 东南大学交通学院,南京,210096
2. 东南大学交通学院,南京210096;上海市政工程设计研究院,上海200092
摘    要:为了提高对安装减振装置斜拉索索力的测试精度,提出计算等效索长的铰接等代法.基于索力振动频率法所采用的弦振动理论,考虑减振装置弹簧刚度对拉索边界条件的影响,着重研究减振装置弹簧刚度与等效索长的关系,提出考虑弹簧刚度影响的二次等效索长修正公式.结合实测索力及通用有限元软件ANSYS关于振动索力的数值模拟结果,验证了该方法的...

关 键 词:斜拉索索力  振动频率法  等效索长  减振装置  弹簧刚度  铰接等代法

Equivalent length of stayed-cable considering spring stiffness of damping device and measurement of cable-force
Huang Qiao , Hu Jianchen , Huang Zhiwei , Chen Xiaoqiang.Equivalent length of stayed-cable considering spring stiffness of damping device and measurement of cable-force[J].Journal of Southeast University(Natural Science Edition),2012,42(4):724-728.
Authors:Huang Qiao  Hu Jianchen  Huang Zhiwei  Chen Xiaoqiang
Institution:1(1School of Transportation,Southeast University,Nanjing 210096,China)(2Shanghai Municipal Engineering Design Institute,Shanghai 200092,China)
Abstract:To improve measure precision on force of stayed-cable with damping device,equivalent hinge method(EHM) is proposed for calculating equivalent length.Based on string vibration theory used by vibration frequency method for measuring cable-force,impact of spring stiffness of damping device upon boundary condition of stayed-cable is considered.The relationship between spring stiffness and equivalent length is seriously considered.Taking the impact into account,a modified formula is put forward for calculating the secondary equivalent length of cable.After comparing the collected data of cable-force and the numerical results of universal finite element software ANSYS to simulate vibrating cable,correctness and applicability of the method are verified.The results show that equivalent length is one of the key parameters which can affect the precision of measuring cable-force;when installation situation of damping device is different,both force and fundamental frequency of cable are changed to a certain degree;the precision of measuring cable-force is improved by the proposed method effectively;the suggested method is more practicable for shorter cable.It is argued that the method can be applied for controlling cable-forces of cable-stayed bridge at construction stage or finished stage.
Keywords:cable-force  vibration frequency method  equivalent length of stayed-cable  damping device  spring stiffness  equivalent hinge method(EHM)
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