《结构动力学》中多频激励多自由度系统稳态解的新方法
作者:
作者单位:

1.广西大学 土木建筑工程学院,南宁 530004;2.湖南大学 土木工程学院,长沙 410082;3.广西大学 工程力学研究中心,南宁 530004

作者简介:

自2013年开始担任《结构动力学》研究生课程教学以来,崇尚研究性教学,鼓励学生结合自己的研究方向,针对教学内容和参考书目中的不足,提出相应的建设性建议,让学生主动“找茬”.丛云跃博士给第一作者反馈多自由度动力学方面只有单频激励的相关例题,并无多频甚至两频激励的内容,似乎与工程实际有一定的脱节.课后经过对目前能够买到的相关教材的调研,查阅诸多教材和专著1-9,作者发现在目前的教材中的确没有相关的内容,便指导他用模态叠加法计算分析了两频激励下两自由度无阻尼系统的强迫振动问题.模态叠加法求解多自由度系统的强迫振动问题,需要先求解特征值问题,在此基础上对特解进一步求解,特别是对于多频激励的求解过程相当繁琐,有必要发展一种针对多频激励下多自由度系统问题求解的简便计算方法.

通讯作者:

E-mail: houjun_kang@163.com

中图分类号:

基金项目:

国家自然科学基金资助项目(11972151)和湖南省学位与研究生教育改革研究项目(2019JGYB054)


A NEW METHOD FOR STEADY-STATE RESPONSE OF MULTI-DOF SYSTEM WITH MULTI-FREQUENCY HARMONIC EXCITATIONS IN STRUCTURAL DYNAMICS
Author:
Affiliation:

1.College of Civil Engineering and Architecture, Guangxi University, Nanning 530004, China;2.College of Civil Engineering, Hunan University, Changsha 410082, China;3.Guangxi University Scientific Research Center of Engineering Mechanics, Nanning 530004, China

Fund Project:

The project supported by the National Natural Science Foundation of China (11972151) and the Research Program of Degree and Graduate Education Reform of Hunan Province(2019JGYB054)

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    摘要:

    本文建立了一种多频激励下多自由度系统的特征值和稳态解的解析求解新方法.基于叠加原理,首先将稳态响应根据激励频率数量展开成多个简谐响应的叠加;其次,根据简谐平衡原理,将弹簧力、激励荷载以及惯性力分解成同样个数的对应荷载叠加;再次,根据达朗贝尔原理建立弹簧和质点的动态平衡方程;最后,根据传递矩阵法进行求解.通过4自由度系统的算例表明该方法求解结果和振型叠加法完全一致.研究表明该方法可同时求解特征值问题和系统的稳态解,在求解稳态解时不需先求特征值问题.

    Abstract:

    A new method is developed to obtain the eigen frequency and steady state response of multi-DOF system with multi-frequency harmonic excitation. Based on the superposition principle, the steady state response is divided into several components with different excitation frequencies. Correspondingly, the spring force, external excitation force and inertia force of the system are also divided into a number of components similar to that of the response. The quasi-static equilibrium among the spring force, external excitation force and inertia force of mass based on D'Alembert's principle is imposed between the corresponding components of these forces. Then, the transfer matrix method is employed to attain the eigen frequency and steady state response of multi-DOF system without resolving the eigenvalue problem in advance. A 4-DOF system is used to demonstrate the proposed method, suggesting that application of the new method can easily obtain analytical solutions, which is verified by the modal superposition method and shows that the proposed method is also effective for obtaining the eigen frequency and mode shape of multi-DOF system without resolving the eigenvalue problem in advance.

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康厚军,丛云跃,郭铁丁.《结构动力学》中多频激励多自由度系统稳态解的新方法[J].动力学与控制学报,2021,19(2):91~98; Kang Houjun, Cong Yunyue, Guo Tieding. A NEW METHOD FOR STEADY-STATE RESPONSE OF MULTI-DOF SYSTEM WITH MULTI-FREQUENCY HARMONIC EXCITATIONS IN STRUCTURAL DYNAMICS[J]. Journal of Dynamics and Control,2021,19(2):91-98.

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  • 收稿日期:2021-01-24
  • 最后修改日期:2021-02-23
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  • 在线发布日期: 2021-04-28
  • 出版日期: 2021-04-20

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