Response of a SDOF System with an Inerter-Based Tuned Mass Damper Subjected to Non-stationary Random Excitation

被引:2
|
作者
Javidialesaadi, Abdollah [1 ]
Wierschem, Nicholas E. [1 ]
机构
[1] Univ Tennessee, Dept Civil & Environm Engn, Knoxville, TN 37996 USA
关键词
Passive control; Non-stationary excitation; Rotational inertia damper; Tuned mass damper; PARAMETERS; DESIGN;
D O I
10.1007/978-3-030-12115-0_27
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Inerter-based tuned mass dampers (TMDs) have been developed recently with the goal of improving upon the performance of traditional TMDs. However, studies investigating the response of single-degree-of-freedom (SDOF) systems with inerter-based TMDs have been primarily limited to ones considering harmonic loads and stationary random excitation. Various relevant random loads have non-stationary characteristics (their frequency contents and/or amplitude change with time); therefore, these load types should be considered in the design of inerter-based TMDs. This paper presents an investigation to evaluate the mean squared response of SDOF systems with inerter-based TMDs that are subjected to a random non-stationary excitation. The non-stationary excitation considered is an evolutionary spectrum of the ground acceleration. The results of this study are used to determine the influence of the non-stationary excitation on the optimal damper properties in comparison to designs considering a stationary process.
引用
收藏
页码:201 / 203
页数:3
相关论文
共 50 条
  • [31] Dual-Demand-Based Optimal Design of Grounded Tuned Mass Damper Inerter for Seismic Response Mitigation
    Ruoyu Zhang
    Jizhong Huang
    Yue Zhang
    [J]. Journal of Vibration Engineering & Technologies, 2024, 12 : 1429 - 1443
  • [32] Method of modal identification based on wavelet transform in LTI system under non-stationary random excitation
    Du, Xiuli
    Wang, Fengquan
    [J]. Dongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Southeast University (Natural Science Edition), 2006, 36 (02): : 319 - 321
  • [33] Approximate analytical methods for stationary response probability density of a SDOF system with a nonlinear spring under non-Gaussian random excitation
    Tsuchida, Takahiro
    Kimura, Koji
    [J]. INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS, 2022, 147
  • [34] A modal approach for the evaluation of the response sensitivity of structural systems subjected to non-stationary random processes
    Cacciola, P
    Colajanni, P
    Muscolino, G
    [J]. COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2005, 194 (42-44) : 4344 - 4361
  • [35] First passage failure based optimization of the structures under non-stationary random excitation
    Tian, Sipeng
    Tang, Guojin
    Lei, Yongjun
    [J]. Zhendong yu Chongji/Journal of Vibration and Shock, 2004, 23 (03): : 42 - 45
  • [36] Modal parametric identification under non-stationary excitation based on random decrement method
    Luo, Jun
    Liu, Gang
    Huang, Zong-Ming
    [J]. Zhendong yu Chongji/Journal of Vibration and Shock, 2015, 34 (21): : 19 - 24
  • [37] Nonlinear random vibration analysis of Mega-sub controlled structure subjected to non-stationary seismic excitation
    [J]. Wu, H. (wuhao@mail.nwpu.edu.cn), 1600, Nanjing University of Aeronautics an Astronautics (26):
  • [38] A semi-analytical method for non-stationary response determination of nonlinear systems subjected to combined excitation
    Kong, Fan
    Liao, Hai-Jun
    Han, Ren-Jie
    Zhang, Yi
    Hong, Xu
    [J]. Zhendong Gongcheng Xuebao/Journal of Vibration Engineering, 2024, 37 (08): : 1339 - 1348
  • [39] Non-linear dynamic response of a cable system with a tuned mass damper to stochastic base excitation via equivalent linearization technique
    Hanna Weber
    Stefan Kaczmarczyk
    Radosław Iwankiewicz
    [J]. Meccanica, 2020, 55 : 2413 - 2422
  • [40] Dynamic response analysis of stochastic truss structures under non-stationary random excitation using the random factor method
    Gao, Wei
    Kessissoglou, N. J.
    [J]. COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2007, 196 (25-28) : 2765 - 2773