TECHNICAL PAPERS
Jan 1, 1999

New Approximations for SORM: Part 1

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Publication: Journal of Engineering Mechanics
Volume 125, Issue 1

Abstract

In the second-order reliability method the principal curvatures, which are defined as the eigenvalues of rotational transformed Hessian matrix, are used to construct a paraboloid approximation of the limit state surface and compute a second-order estimate of the failure probability. In this paper, the accuracy of the previous formulas of SORM are examined for a large range of not only curvatures but also number of random variables and first-order reliability indices. For easy practical application of SORM in engineering, a simple approximation of SORM is suggested and an empirical second-order reliability index is proposed. By the new approximations, SORM can be easily applied without rotational transformation and eigenvalue analysis of Hessian matrixes. The empirical reliability index proposed in this paper is shown to be simple and accurate among the existing SORM formulas with closed forms. The proposed empirical reliability index gives good approximations of exact results for a large range of curvature radii, the number of random variables, and the first-order reliability indices.

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References

1.
Bjerager, P. ( 1991). “Methods for structural reliability computation.” Reliability problems: General principles and applications in mechanics of solid and structures, F. Casciati, ed., Springer, New York, 89–136.
2.
Breitung, K. (1984). “Asymptotic approximation for multi-normal integrals.”J. Engrg. Mech. ASCE, 110(3), 357–366.
3.
Cai, G. Q., and Elishakoff, I. ( 1994). “Refined second-order reliability analysis.” Structural Safety, 14, 267–276.
4.
Der Kiureghian, A., Lin, H. Z., and Hwang, S. J. (1987). “Second-order reliability approximations.”J. Engrg. Mech., ASCE, 113(8), 1208–1225.
5.
Der Kiureghian, A., and De Stefano, M. (1991). “Efficient algorithm for second-order reliability analysis.”J. Engrg. Mech., ASCE, 117(12), 2904–2923.
6.
Fiessler, B., Neumann, H-J., and Rackwitz, R. (1979). “Quadratic limit states in structural reliability.”J. Engrg. Mech., ASCE, 105(4), 661–676.
7.
Hohenbichler, M., and Rackwitz, R. (1988). “Improvement of second-order reliability estimates by importance sampling.”J. Engrg. Mech., ASCE, 114(12), 2195–2199.
8.
Johnson, N. I., and Kotz, S. ( 1970). Distribution in statistics, continuous univariate distributions-2. Houghton Mifflin, Boston.
9.
Kobayashi ( 1977). Differential geometry of curves and surfaces. Syoukabou Co., Tokyo.
10.
Koyluoglu, H. U., and Nielsen, S. R. K. ( 1994). “New approximations for SORM integrals.” Structural Safety, 13, 235–246.
11.
Sankaran, N. ( 1959). “On eccentric chi-square distribution.” Biometrika, 46, 235–237.
12.
Sankaran, N. ( 1963). “Approximations to the noncentral chi-square distribution.” Biometrika, 50, 199–204.
13.
Shinozuka, M. (1983). “Basic analysis of structural safety.”J. Struct. Engrg., ASCE, 109(3), 721–740.
14.
Tvedt, L. ( 1983). “Two second-order approximations to the failure probability.” Veritas Rep. RDIV/20-004083, Det norske Veritas, Oslo.
15.
Tvedt, L. ( 1988). “Second-order reliability by an exact integral.” Proc., 2nd IFIP Working Conf. on Reliability and Optimization on Structural Systems, P. Thoft-Chistensen, ed., Springer, New York, 377–384.
16.
Tvedt, L. (1990). “Distribution of quadratic forms in the normal space—application to structural reliability.”J. Engrg. Mech., ASCE, 116(6), 1183–1197.
17.
Zhao, Y. G., and Ono, T. ( 1997). “An empirical reliability index based on SORM.” Proc., 7th Int. Conf. on Struct. Safety and Reliability, Kyoto, Japan.
18.
Zhao, Y. G., and Ono, T. (1999). “New approximations for SORM: Part 2.”J. Engrg. Mech., ASCE, 125(1), 86–93.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 125Issue 1January 1999
Pages: 79 - 85

History

Received: Mar 2, 1998
Published online: Jan 1, 1999
Published in print: Jan 1999

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Authors

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Res. Assoc., Dept. of Arch., Nagoya Inst. of Technol., Gokiso-cho, Shyowa-ku, Nagoya 466-8555, Japan.
Prof., Dept. of Arch., Nagoya Inst. of Technol., Gokiso-cho, Shyowa-ku, Nagoya, Japan.

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