Affiliation:
1. Civil Engineering Department, University of Southern California, Los Angeles, CA 90089-2531
Abstract
A relatively simple and straightforward procedure is presented for representing non-stationary random process data in a compact probabilistic format which can be used as excitation input in multi-degree-of-freedom analytical random vibration studies. The method involves two main stages of compaction. The first stage is based on the spectral decomposition of the covariance matrix by the orthogonal Karhunen-Loeve expansion. The dominant eigenvectors are subsequently least-squares fitted with orthogonal polynomials to yield an analytical approximation. This compact analytical representation of the random process is then used to derive an exact closed-form solution for the nonstationary response of general linear multi-degree-of-freedom dynamic systems. The approach is illustrated by the use of an ensemble of free-field acceleration records from the 1994 Northridge earthquake to analytically determine the covariance kernels of the response of a two-degree-of-freedom system resembling a commonly encountered problem in the structural control field. Spectral plots of the extreme values of the rms response of representative multi-degree-of-freedom systems under the action of the subject earthquake are also presented. It is shown that the proposed random data-processing method is not only a useful data-archiving and earthquake feature-extraction tool, but also provides a probabilistic measure of the average statistical characteristics of earthquake ground motion corresponding to a spatially distributed region. Such a representation could be a valuable tool in risk management studies to quantify the average seismic risk over a spatially extended area.
Subject
Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics
Reference28 articles.
1. California Division of Mines and Geology, 1994, “Processed CSMIP Strong Motion Records from the Northridge, CA Earthquake of Jan. 17, 1994,” Release 6 and 9.
2. Caughey T. K. , and StumpfH. J., 1961, “Transient Response of a Dynamic System under Random Excitation,” ASME JOURNAL OF APPLIED MECHANICS, Vol. 28, pp. 563–566.
3. Conte J. P. , and PengB.-F., 1996, “An Explicit Closed-Form Solution for Linear Systems Subjected to Nonstationary Random Excitation,” Probabilistic Engineering Mechanics, Vol. 11, pp. 37–50.
4. Corotis R. B. , and VanmarckeE. H., 1975, “Time-Dependent Spectral Content of System Response,” J. Engrg. Mech. Div., ASCE, Vol. 101, No. 5, pp. 623–637.
5. Crandall, S. H., and Mark, W. D., 1973, Random Vibration in Mechanical Systems, Academic Press, New York.
Cited by
15 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献