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
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