A hybrid expansion method for frequency response functions of non-proportionally damped systems

被引:30
|
作者
Li, Li [1 ]
Hu, Yujin [1 ]
Wang, Xuelin [1 ]
Lu, Lei [1 ]
机构
[1] Huazhong Univ Sci & Technol, Sch Mech Sci & Engn, Wuhan 430074, Peoples R China
基金
中国国家自然科学基金;
关键词
Modal truncation error; Viscous damping; FRF; Neumann expansion; Modal analysis; Mode superposition method; ACCURATE MODAL METHOD; STRUCTURAL DAMAGE DETECTION; DYNAMIC-ANALYSIS; LINEAR-SYSTEMS; EIGENVECTOR DERIVATIVES; NONCONSERVATIVE SYSTEMS; SUPERPOSITION METHODS; MODES; IDENTIFICATION; SENSITIVITIES;
D O I
10.1016/j.ymssp.2013.07.020
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This study is aimed at eliminating the influence of the higher-order modes on the frequency response functions (FRFs) of non-proportionally viscously damped systems. Based on the Neumann expansion theorem, two power-series expansions in terms of eigenpairs and system matrices are derived to obtain the FRF matrix. The relationships satisfied by eigensolutions and system matrices are established by combining the two power-series expansions. By using the relationships, an explicit expression on the contribution of the higher-order modes to FRF matrix can be obtained by expressing it as a sum of the lower-order modes and system matrices. A hybrid expansion method (HEM) is then presented by expressing FRFs as the explicit expression of the contribution of the higher-order modes and the modal superposition of the lower-order modes. The HEM maintains original-space without having to use the state-space equation of motion such that it is efficient in computational effort and storage capacity. Finally, a two-stage floating raft isolation system is used to illustrate the effectiveness of the derived results. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:31 / 41
页数:11
相关论文
共 50 条
  • [31] A combined method for computing frequency responses of proportionally damped systems
    Wu, Baisheng
    Yang, Shitong
    Li, Zhengguang
    Zheng, Shaopeng
    [J]. MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2015, 60-61 : 535 - 546
  • [32] Pseudo-excitation Method for Random Earthquake Responses of Non-proportionally Damped Structure with Base Isolation
    Li Yunzhang
    Yao Qia-feng
    Huang Wei
    Zhangg Yin
    [J]. DYNAMICS OF URBAN AGGLOMERATION IN CHINA: PREFERENCES OF ENERGY-SAVING AND ENVIRONMENT-FRIENDLY SOCIETY, 2009, : 561 - 563
  • [33] Improvement of eigensolution method for non proportionally damped systems by step length
    Nguyen, TX
    Kim, DO
    Kim, BW
    Lee, IW
    [J]. JOURNAL OF ENGINEERING MECHANICS-ASCE, 2005, 131 (05): : 542 - 545
  • [34] Hybrid expansion method for frequency responses and their sensitivities, Part II: Viscously damped systems
    Qu, ZQ
    Selvam, RP
    [J]. JOURNAL OF SOUND AND VIBRATION, 2000, 238 (03) : 369 - 388
  • [35] Accurate methods for frequency responses and their sensitivities of proportionally damped systems
    Qu, ZQ
    [J]. COMPUTERS & STRUCTURES, 2001, 79 (01) : 87 - 96
  • [36] Dynamical modeling of non-proportionally damped multibody systems using a modal Udwadia-Kalaba formulation based on complex modes of the dissipative subsystems
    Fabre, Francois
    Le Carrou, Jean-Loic
    Chomette, Baptiste
    [J]. JOURNAL OF SOUND AND VIBRATION, 2024, 590
  • [37] Nonbaseband residual flexibility method of component mode synthesis for proportionally damped systems
    Morgan, JA
    Pierre, C
    Hulbert, GM
    [J]. AIAA JOURNAL, 1999, 37 (10) : 1285 - 1291
  • [38] Efficient computation of frequency response for non-proportional damped systems
    Wu, Baisheng
    Zhao, Xuqi
    Lim, C. W.
    Zhong, Huixiang
    [J]. ENGINEERING STRUCTURES, 2022, 266
  • [39] An efficient physics-dimension-based reduction method for computing frequency response functions of viscoelastically damped systems
    Cao, Minsheng
    Fu, Yu
    Zhu, Shuqi
    Ling, Ling
    Li, Li
    [J]. JOURNAL OF VIBRATION AND CONTROL, 2024,
  • [40] An improved response spectrum method for non-classically damped systems
    Chen, Huating
    Tan, Ping
    Zhou, Fulin
    [J]. BULLETIN OF EARTHQUAKE ENGINEERING, 2017, 15 (10) : 4375 - 4397