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复杂变截面梁的轴向自由振动分析的近似方法
引用本文:楼梦麟,牛伟星.复杂变截面梁的轴向自由振动分析的近似方法[J].振动与冲击,2002,21(4):27-30.
作者姓名:楼梦麟  牛伟星
作者单位:同济大学土木工程防灾国家重点实验室,上海,200092
摘    要:介绍了带有附加影响的变截面梁轴向自由振动问题的求解方法-模态摄动法,这一方法在由等截面均匀梁低阶主模态函数组成的模态子空间中,将复杂梁的变系数微分方程的求解化为线性代数方程组的求解,从而简化了计算过程,通过与其它方法的比较,说明了本文方法的优越性。

关 键 词:复杂变截面梁  轴向自由振动分析  近似方法  模态摄动法  工程结构  轴向振动方程
修稿时间:2002年9月30日

Approach for Longitudinal Free Vibration of Complicated Beams with Variable Cross Sections
Lou Menglin,Niu Weixing.Approach for Longitudinal Free Vibration of Complicated Beams with Variable Cross Sections[J].Journal of Vibration and Shock,2002,21(4):27-30.
Authors:Lou Menglin  Niu Weixing
Abstract:A simplified method,which may be called modal perturbation method,for solving the longitudinal free vibration of complicated beams with variable cross sections is introduced in the paper,In the method,the lower analytical longitudinal modal functions of the uniform beam are used to form an approximate solution subspace,Then the governing differential equation with variable coefficients for longitudinal modal analysis is given instead of a set of algebraic equations established in the subspace and thus,the computational procedure is simplified effectively.The numerical results show that the method has higher calculating precision.
Keywords:beam with variable aross sections  longitudinal free vibration  modal perturbation method
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