Nonstationary Maximum Response Statistics for Linear Structures
Publication: Journal of Engineering Mechanics
Volume 117, Issue 2
Abstract
The mean and the variance are investigated for the maximum absolute value of a nonstationary process that represents the response buildup of a linear oscillator. The mean and variance are computed both by simulation and approximate analytical techniques, with emphasis on a comparative evaluation of available techniques and proposed procedures. The cumulative distribution function of the maximum value is represented by a form that is a function of a conditional rate of barrier crossings. This rate is computed by using a nonstationary approximation of Poisson crossings, and also by using available empirical expressions. In addition, existing expressions are used to estimate the mean and the variance of the maximum value of a nonstationary process by defining a shortened duration for an “equivalent” stationary process. Finally, the first passage problem is also posed as one governed by classical state‐space moment equations, and a modified Gaussian closure technique is used to obtain an approximate solution.
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References
1.
Amin, M., Tsao, H. S., and Ang, A. H. (1969). “Significance of nonstationarity of earthquake motions.” Proc. of Fourth World Conference on Earthquake Engrg., Santiago, Chile, 97–113.
2.
Corotis, R. B., Vanmarcke, E. H., and Cornell, C. A. (1972). “First passage of nonstationary random processes.” J. Engrg. Mech., ASCE, 98(2), 401–414.
3.
Crandall, S. H. (1970). “First‐crossing probabilities of the linear oscillator.” J. Sound and Vibration, 12(3), 285–299.
4.
Davenport, A. G. (1964). “Note on the distribution of the largest value of a random function with application to gust loading.” Proc., Institution of Civil Engineers, 28, 187–196.
5.
Der Kiureghian, A. (1980). “Structural response to stationary excitation.” J. Engrg. Mech., ASCE, 106(6), 1195–1213.
6.
Lutes, L. D., and Chokshi, N. C. (1972). “Maximum response statistics for a linear structure.” Proc. of Fifth World Conference on Earthquake Engineering, Rome, Italy, 2, 2818–2821.
7.
Lutes, L. D., Chen, Y. T., and Tzuang, S. H. (1980). “First‐passage approximation for simple oscillators.” J. Engrg. Mech., ASCE, 106(6), 1111–1124.
8.
Senthilnathan, A. (1987). “Random vibration of simple models for reinforced concrete structures,” thesis presented to Rice University, at Houston, Texas, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
9.
Shinozuka, M., and Yang, J.‐N. (1971). “Peak structural response to nonstationary random excitations.” J. Sound and Vibration, 16(4), 505–517.
10.
Spencer, B. F. (1986). “Reliability of randomly excited hysteretic structure.” Springer‐Verlag, New York, N.Y.
11.
Vanmarcke, E. H. (1975). “On the distribution of the first‐passage time for normal stationary random processes.” J. Appl. Mech., 42 (Mar.), 215–220.
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Copyright © 1991 ASCE.
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Published online: Feb 1, 1991
Published in print: Feb 1991
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