Analysis of Frequency Nonstationarity via Continuous Wavelet Transform in the Response of Primary-Secondary Systems

被引:3
|
作者
Chakraborty, Arunasis [1 ]
Basu, Biswajit [2 ]
机构
[1] Indian Inst Technol, Dept Civil Engn, Gauhati, India
[2] Trinity Coll Dublin, Dept Civil Struct & Environm Engn, Dublin 2, Ireland
关键词
P-S systems; Frequency nonstationarity; Dynamic coupling; Nonclassical damping; SEISMIC RESPONSE; LIGHT EQUIPMENT; SPECTRA;
D O I
10.1061/(ASCE)ST.1943-541X.0000257
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An investigation into the frequency nonstationarity in the response of primary-secondary (P-S) systems and the impact it could have in the analysis of such structures has been presented in this note. For this purpose, a torsionally coupled P-S system subjected to nonstationary support motion is considered here. Simulated time history records of relative displacement of the secondary system are used to evaluate the time varying power spectral density functions. This is achieved by using a wavelet-based time-frequency analysis, which shows the temporal variations in the frequency content. The numerical results presented in this study advocate the use of nonstationary analysis of the P-S system for their proper design as conventional methods using cascading approximation may fail to capture this phenomenon, especially in the light of tuning and torsional coupling. System parameters such as mass ratio and radius of gyration are also observed to have a significant impact on the time varying frequency content of the response which is evidenced from the constructed time varying power spectrum.
引用
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页码:1608 / 1612
页数:5
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