桥面不平度的简支梁桥车桥耦合振动分析
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国家自然科学基金资助项目(50908246);重庆市教育委员会资助项目(KJ080403);重庆交通大学(桥梁)结构工程重点实验室开放基金(CQSLBF-Z10-1)


Analysis of Vehicle-Bridge Coupled Vibrations for Simply Supported Girder Bridge Considering Bridge Surface Roughness
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    摘要:

    桥面不平度通常被认为是影响车桥系统耦合振动的主要因素之一。根据给定的桥面不平度功率谱密度变换得到桥面不平度是一个有效、快速的途径。分别采用三角级数法和Fourier逆变换法得到各级路面的不平度及其对应的功率谱密度函数。通过比较可知:Fourier逆变换法精度较目前被广泛应用的三角级数法高。推导了四自由度车辆和桥梁的振动平衡方程,并编制了车桥耦合振动分析程序,结合Fourier逆变换法得到的桥面不平度,分析了某简支梁在考虑桥面不平度下的动力响应。研究结果表明,桥面不平度对桥梁和车辆的动力响应影响很大,车速决定着车辆对桥梁作用力和车辆受到的桥梁对其反作用力的频率,从而影响到桥梁振动。

    Abstract:

    Bridge surface roughness is usually considered to be the main Influencing factors of vehicle-bridge coupled vibrations.The way that obtaine Bridge surface roughness by the transformation of power spectral density is effective and rapid.The Bridge surface roughness is obtained by Fourier inverse transform method and trigonometric series method respectively. It can be concluded from the comparision that the precision of Fourier inverse transform method is higher than trigonometric series method. The vibration functions for 4-dofs Vehicle and bridge were derived with the employment of d'Alembert principle and computational procedures for vehicle-bridge coupled vibration were compiled. The dynamic response of a simply supported beam and vehicle was analyzed considering bridge surface roughness which was obtained by Fourier inverse transform method.The research shows that the influence due to the bridge surface roughness is significiant and vehicle speed also effects the bridge vibrations by changing the frequency of the force acting on the bridge due to vehicle and the force acting on the vehicle due to bridge deformation.

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易晋生,顾安邦,王小松.桥面不平度的简支梁桥车桥耦合振动分析[J].土木与环境工程学报(中英文),2012,34(Z2):140-144. YI Jinsheng, GU Anbang, WANG Xiaosong. Analysis of Vehicle-Bridge Coupled Vibrations for Simply Supported Girder Bridge Considering Bridge Surface Roughness[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2012,34(Z2):140-144.[doi]

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  • 在线发布日期: 2013-03-07
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