Probabilistic Representation and Transmission of Nonstationary Processes in Multi-Degree-of-Freedom Systems
- 1 June 1998
- journal article
- Published by ASME International in Journal of Applied Mechanics
- Vol. 65 (2) , 398-409
- https://doi.org/10.1115/1.2789068
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.Keywords
This publication has 16 references indexed in Scilit:
- An explicit closed-form solution for linear systems subjected to nonstationary random excitationProbabilistic Engineering Mechanics, 1996
- Approximate Random Vibration Analysis of Classically Damped MDOF SystemsJournal of Engineering Mechanics, 1994
- Probabilistic representation and transmission of earthquake ground motion recordsEarthquake Engineering & Structural Dynamics, 1990
- Explicit solutions for the response of simple systems subjected to nonstationary random excitationStructural Safety, 1989
- Stochastic process models for earthquake ground motionProbabilistic Engineering Mechanics, 1988
- Structural response to non‐stationary non‐white stochastic ground motionsEarthquake Engineering & Structural Dynamics, 1986
- Orthogonal decomposition and transmission of nonstationary random processesProbabilistic Engineering Mechanics, 1986
- Nineteen Dubious Ways to Compute the Exponential of a MatrixSIAM Review, 1978
- Transient Response of a Dynamic System Under Random ExcitationJournal of Applied Mechanics, 1961
- XVI. Functions of positive and negative type, and their connection the theory of integral equationsPhilosophical Transactions of the Royal Society A, 1909