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Titlebook: Reliability and Optimization of Structural Systems; Proceedings of the F P. Thoft-Christensen Conference proceedings 1987 Springer-Verlag B

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Parallel Systems of Series Subsystems,oreover, only two states are considered: functioning and nonfunctioning of the components and the system. Any system can be represented as a Series System of Parallel Subsystems (SSPS) or as Parallel System of Series System (PSSS). High reliability SSPS are handled by PROBAN, a program developed at
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Range-Mean-Pair Exceedances in Stationary Gaussian Processes,flow amplitudes has recently been discussed by Rychlik and Lindgren[3,4,5]. However counting is more easily discussed in terms of range-pair exceedances[6], rather than occurrences, paralleling the usefulness of load exceedance counters[7] for less accurate fatigue estimates. In this paper we discus
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Comparison of Numerical Schemes for the Multinormal Integral,ructural and operational system reliability [1,2]. For example, the analysis of multi-component systems with multiple failure modes (series — or weakest-link systems) requires the evaluation of the probability of a union of failure events. If equivalent hyperplanes [3] in the so-called standard norm
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Outcrossing Formulation for Redundant Structural Systems under Fatigue,d by stationary processes and the resistances are time-invariant the determination of the time-dependent reliability essentially is a problem of load combination for which a number of solution procedures exists. The only method capable to handle nonstationary loading with some rigour appears to be t
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