Abstract
A sample of uniformly distributed unit vectors on an n-dimensional
spherical cone is generated. The distances to a given limit state
surface in the directions of the unit vectors of the sample are
calculated and each of these distances are projected on the cone
axis. The theoretical distribution of these projections is derived
assuming the limit-state surface to be a hyperplane. This
distribution depends on the angle between the cone axis and the
normal vector to the hyperplane. Assuming sufficient flatness of
the actual limit-state surface within a neighbourhood of the cut
point with the cone axis, the cone top angle can be chosen small
enough that this distribution can be taken as the basis for the
formulation of the likelihood function of the angle given the
sample of projections. The angle of maximum likelihood is then the
indicator of whether the cut point can be taken as a sufficiently
accurate approximation to a locally most central limit state
point. Moreover, the estimated angle can be used to correct the
geometric reliability index.\bfseries Keywords: Directional
simulation, effectivity factor, gradient angle estimation, maximum
likelihood, model-correction-factor method, Monte Carlo
simulation, most central Limit-state point, beta-point check,
reliability index correction.
Original language | English |
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Title of host publication | Reliability and Optimization of Structural Systems |
Place of Publication | Kidlington, Oxford |
Publisher | Pergamon |
Publication date | 1997 |
Pages | 127-132 |
Publication status | Published - 1997 |
Event | 7th IFIP WG 7.5 Working Conference on Reliability and Optimization of Structural Systems - Boulder, United States Duration: 2 Apr 1996 → 4 Apr 1996 |
Conference
Conference | 7th IFIP WG 7.5 Working Conference on Reliability and Optimization of Structural Systems |
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Country/Territory | United States |
City | Boulder |
Period | 02/04/1996 → 04/04/1996 |