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桁梁桥气动导纳函数的试验研究

Experiment and Study on Aerodynamic Admittance Function of Truss Girder Bridge

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【作者】 徐洪涛张立辉苑敏

【Author】 XU Hong-tao1,ZHANG Li-hui2,YUAN Min3(1.Hebei Provincial Communication Planning and Design Institute,Shijiazhuang 050011,China; 2.Highway Administration of Department of Transport of Hebei Province,Shijiazhuang 050051,China; 3.Xingtai Vocational and Technical College,Xingtai 054035,China)

【机构】 河北省交通规划设计院河北省交通运输厅公路管理局邢台职业技术学院

【摘要】 在介绍识别气动导纳函数的试验原理和试验方法的基础上,以坝陵河大桥和果子沟大桥为例进行了桁梁桥气动导纳函数的试验研究。对不同攻角、不同风速下的升力导纳、阻力导纳和升力矩导纳进行对比分析,概括了桁梁桥气动导纳函数的特点,并利用数值拟合技术,得到桁架结构断面气动导纳函数的经验拟合公式。基于该公式,对坝陵河大桥和果子沟大桥进行了抖振频域分析,并与风洞试验抖振响应测量结果做对比,表明计算值与试验值具有良好的一致性,证明了桁梁气动导纳识别方法的正确性和拟合公式的有效性。

【Abstract】 Based on introducing the test methodology and the identification method of aerodynamic function,the wind tunnel test is carried out to investigate aerodynamic admittance function of truss girder bridge by taking Baling River Bridge and Guozi Ditch Bridge as examples.By discussing three types of ae-rodynamic admittance functions under different attack angles and wind speeds,the characters of aerodynamic admittance function of truss girder bridge are summarized and its fitting formula is proposed by using numerical fitting technique.Based on the formula,the buffeting responses of Baling River Bridge and Guozi Ditch Bridge are analyzed in frequency domain.The good agreement between buffeting response tested and calculated ones proves validity of the testing method for aerodynamic admittance function of the truss section and fitting formula.

【基金】 国家自然科学基金资助项目,项目编号50808148
  • 【分类号】U441.3
  • 【被引频次】2
  • 【下载频次】140
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