TECHNICAL PAPERS
Oct 1, 1990

Methods for Time‐Dependent Reliability and Sensitivity Analysis

Publication: Journal of Engineering Mechanics
Volume 116, Issue 10

Abstract

A general and efficient method for reliability and sensitivity analysis is presented. The methods are for the analysis of components and systems in design situations where uncertainties are represented by a vector of random variables and a stationary Gaussian vector process. A formulation as a first‐passage problem for a vector process outcrossing a safe set is first applied for a fixed value of the random variable vector. This gives a conditional failure probability, and a fast integration technique based on a first‐ or second‐order reliability method is then applied to compute the unconditional failure probability. Extensive use of analytical gradient information is made in the iteration algorithms and in the calculation of sensitivity factors. A nested first‐order reliability method is proposed together with a method based on an integrated optimization for the two first‐order reliability analyses. For a preliminary analysis, a “crude” first‐order reliability method is described. The computation time is only a few times the computation time for a first‐order reliability analysis of a similar time‐independent problem. Software developed from existing special software for first‐order reliability analysis or existing general optimization software can be applied.

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References

1.
Bjerager, P., and Krenk, S. (1987). “Sensitivity measures in structural reliability analysis.” Proc. First IFIP Working Conf. on Reliability and Optimization of Structural Systems. P. Thoft‐Christensen, ed., International Federation for Information Processing, 459–470.
2.
Breitung, K. (1984a). “Asymptotic approximations for multinomial integrals.” J. Engrg. Mech., ASCE, 110(3), 357–366.
3.
Breitung, K. (1984b). “Asymptotic approximations for the cross rates of stationary Gaussian vector processes.” Report 1984‐1, Dept. of Math. Statistics, Univ. of Lund, Lund, Sweden.
4.
Cazzulo, R., Dogliani, M., and Ferrando, R. (1989). “Extreme distribution of mooring loads based on outcrossing methods,” presented at EUROMECH 250, Como, Italy.
5.
Ditlevsen, O. (1983). “Gaussian outcrossing from safe convex polyhedrons.” J. Engrg. Mech., ASCE, 109(1), 127–148.
6.
Ditlevsen, O. (1987). “On the choice of expansion point in FORM or SORM.” Struct. Safety, 4(4), 243–245.
7.
Ferro, G., and Cervetto, D. (1984). “Hull girder reliability,” presented at Ship Structure Symposium '84, Society of Naval Architects and Marine Engineers, Arlington, Va.
8.
Fujita, M., Schall, G., and Rackwitz, R. (1987). “Time‐variant component reliabilities by FORM‐SORM and updating by importance sampling.” Reliability and risk analysis in civil engineering, N. C. Lind, ed., Inst. for Risk Res., Univ. of Waterloo, Waterloo, Ontario, Canada, 520–527.
9.
Grigoriu, M. (1984). “Crossing of non‐Gaussian translation processes.” J. Engrg. Mech., ASCE, 110(4), 610–620.
10.
Hohenbichler, M. (1984). “An asymptotic formula for the probability of intersections.” Berichte der Zuverlassigkeitstheorie der Bauwerke, SFB 96, Heft 69, Technical Univ. of Munich, Munich, West Germany, 21–48 (in German).
11.
Hohenbichler, M., and Rackwitz, R. (1981). “Nonnormal dependent vectors in structural reliability.” J. Engrg. Mech. Div., ASCE, 107, 1227–1238.
12.
Hohenbichler, M., and Rackwitz, R. (1986a). “Asymptotic crossing rate of Gaussian vector processes into intersections of failure domains.” Probabilistic Engineering Mechanics, I(3), 177–179.
13.
Hohenbichler, M., and Rackwitz, R. (1986b). “Sensitivity and importance measures in structural reliability.” Civ. Engrg. Syst., 3(4), 203–209.
14.
Igusa, T., and Der Kiureghian, A. (1988). “Response of uncertain systems to stochastic excitation.” J. Engrg. Mech., ASCE, 114(5) 812–832.
15.
Liu, P.‐L., and Der Kiureghian, A. (1986). “Optimization algorithms for structural reliability analysis.” Report No. UCB/SESM‐86/09, Dept. of Civ. Engrg., Univ. of California, Berkeley, Calif.
16.
Madsen, H. O. (1988). “Sensitivity factors for parallel systems.” Technical Note 88‐1, Danish Engrg. Academy, Lyngby, Denmark.
17.
Madsen, H. O., Krenk, S., and Lind, N. C. (1986). Methods of structural safety. Prentice‐Hall, Englewood Cliffs, N.J.
18.
Madsen, H. O., and Moghtaderi‐Zadeh, M. (1987). “Reliability of plates under combined loading.” Proc. Marine Structural Reliability Symp., Society of Naval Architects and Marine Engineers, Arlington, Va., 185–191.
19.
Pearce, H. T., and Wen, Y. K. (1985). “On linearization points for nonlinear combination of stochastic load processes.” Struct. Safety, 2(2), 169–176.
20.
Rice, S. O. (1944a). “Mathematical analysis of random noise.” Bell System Tech. J., 23, 282–332.
21.
Rice, S. O. (1944b). “Mathematical analysis of random noise.” Bell System Tech. J., 24, 46–156.
22.
Toro, G., and Cornell, C. A. (1986). “Extremes of Gaussian processes with bimodal spectra.” J. Engrg. Mech., ASCE, 112(5), 465–484.
23.
Turkstra, C. J. (1970). “Theory of structural safety.” SM Study No. 2, Solid Mech. Div., Univ. of Waterloo, Waterloo, Ontario, Canada.
24.
Tvedt, L. (1987). “PROCOMP user's manual.” A.S Veritas Research Report No. 87‐2033, Det norske Veritas, Hovik, Norway.
25.
Vanmarcke, E. H. (1975). “On the distribution of the first‐passing time for normal stationary random processes.” J. Appl. Mech., 42, 215–220.
26.
Veneziano, D., Grigoriu, M., and Cornell, C. A. (1977). “Vector‐process models for system reliability.” J. Engrg. Mech., ASCE, 103(3), 441–460.
27.
Wen, Y. K., and Chen, H.‐C. (1987). “On fast integration for time variant structural reliability.” Probabil. Engrg. Mech., 2(3), 156–162.
28.
Wen, Y. K., and Chen, H.‐C. (1989a). “System reliability under time varying loads: I.” J. Engrg. Mech., ASCE, 115(4), 808–823.
29.
Wen, Y. K., and Chen, H.‐C. (1989b). “System reliability under time varying loads: II.” Engrg. Mech., ASCE, 115(4), 823–839.
30.
Winterstein, S. (1988). “Nonlinear vibration models for extremes and fatigue.” J. Engrg. Mech., ASCE, 114, 1772–1790.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 116Issue 10October 1990
Pages: 2118 - 2135

History

Published online: Oct 1, 1990
Published in print: Oct 1990

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Authors

Affiliations

Henrik O. Madsen, Associate Member, ASCE
Prof. of Civ. Engrg., Danish Engrg. Academy, Building 373, DK 2800 Lyngby, Denmark
Lars Tvedt
Sr. Res. Engr., A.S Veritas Research, P.O. Box 300, N 1322 Høvik, Norway

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