Evaluation of Probabilities Using Orientated Simulation
Publication: Journal of Structural Engineering
Volume 118, Issue 6
Abstract
A sampling method to calculate the n‐dimensional integral representing probability of failure, is presented. By means of n‐dimensional polar coordinates, the directions of the sampling point are limited to a hypercone whose axis contains the design point. If β and the direction cosines are known from the first‐order reliability method, only two parameters are necessary to define the integration domain, whatever the problem dimension n may be. The method described in this paper, a straightforward simulation, and the Harbitz method are used in two problems of known solution and in two examples with convex failure domain. It is shown that the orientated simulation allows a drastic reduction in the number of samples needed, especially in certain structural systems and in quality‐control methods with strongly convex failure domain. On the other hand, a procedure using orientated iteration is presented for obtaining β in cases where the usual iterative method is not suitable.
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References
1.
Abramowitz, M., and Stegun, I. A. (1966). Handbook of mathematical functions. Applied Mathematics Series, 55, National Bureau of Standards, U.S. Government Printing Office, Washington, D.C.
2.
Ang, H. S., and Tang, W. H. (1984). Probability concepts in engineering planning and design. Vol. 2, John Wiley & Sons, New York, N.Y., 453–458.
3.
Bjerager, P. (1988). “Probability integration by directional simulation.” J. Struct. Engrg., ASCE, 114(8), 1285–1302.
4.
Cramer, H. (1955). The elements of probability theory and some of its applications. John Wiley & Sons, New York, N.Y.
5.
Ditlevsen, O., and Bjerager, P. (1986). “Methods of structural systems reliability.” Struct. Safety, 3, 195–229.
6.
Ditlevsen, O., Olesen, R., and Mohr, G. (1986). “Solution of a class of load combination problems by directional simulation.” Struct. Safety, 4, 95–109.
7.
Ditlevsen, O., and Bjerager, P. (1987). “Plastic reliability analysis by directional simulation.” Report 353, Danish Ctr. for Appl. Math. and Mech., Tech. Univ. of Denmark, Lyngby, Denmark.
8.
Harbitz, A. (1983). “Efficient and accurate probability of failure calculation by use of the importance sampling technique.” Proc. 4th Int. Conf. on Applications of Statistics and Probability in Soil and Struct. Engrg., Pitagora Editrice, Universita de Firenze, Firenze, Italy, 825–836.
9.
Harbitz, A. (1986). “An efficient sampling method for probability of failure calculation.” Struct. Safety, 3, 109–115.
10.
Igusa, T., and Der Kiureghian, A. (1988). “Response of uncertain systems to stochastic excitation.” J. Engrg. Mech., ASCE, 114(5), 812–832.
11.
Nadim, F. (1990). Discussion of“Response of uncertain systems to stochastic excitation,” by T. Igusa and A. Der Kiureghian, J. Engrg. Mech., ASCE, 116(2), 488–493.
12.
Melchers, R. E. (1990). “Radial importance sampling for structural reliability.” J. Struct. Engrg., ASCE, 116(1), 189–203.
13.
Puppo, A. H. (1988). “Determinatio○n de la probabilidad de falla mediante el Método de Montecarlo.” Anal. Acad. Nac. Cs. Ex. Fis. Nat., Buenos Aires, Argentina, Tomo, 40, 1–24.
14.
Reglamento CIRSOC201. (1982). Instituto Nacional de Tecnología Industrial, Buenos Aires, Argentina.
15.
Shinozuka, M. (1983). “Basic analysis of structural safety.” J. Struct. Engrg., ASCE, 109(3), 721–740.
16.
Soltani, M., and Corotis, R. B. (1987). “Reliability of random structural systems and load space reduction.” J. Struct. Engrg., ASCE, 113(10), 2145–2159.
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Copyright © 1992 ASCE.
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Published online: Jun 1, 1992
Published in print: Jun 1992
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