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

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Coronary

Contribution to the Identification of Dominant Failure Modes in Structural Systems,ural systems. First, the multiplication factor method proposed for a simple limit state function consisting of two basic variables, i.e., a resistance and a load, is extended to estimate the failure probabilities of the general cases where the resistance and the load effect are expressed as linear c

Organization

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assail

Level Four Optimization for Structural Glass Design,bility index is determined as a function of known quantities and of the social and economic costs of failure. Optimal ranges of applicability over cost for a family of importance factors are also determined.

引導(dǎo)

Conference proceedings 1987lborg, Denmark, May 6-8, 1987. The conference was the first scientific meeting of the new IFIP Working Group 7.5 on "Reliability and Optimization of Structural Systems". The purpose of the Working Group 7.5 is: - to promote modern structural system optimization and reliability theory, - to advance i

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使人入神

Reliability Computations for Rigid Plastic Frames with General Yield Conditions, basis a theorem about linear combinations of so-called linearly associated lower bound safety margins proves useful for setting up a strategy of fast identification of important collapse mechanisms. They are important in the sense of close upper bounding of the reliability against collapse.

browbeat

Range-Mean-Pair Exceedances in Stationary Gaussian Processes,es[6], rather than occurrences, paralleling the usefulness of load exceedance counters[7] for less accurate fatigue estimates. In this paper we discuss the first passage time for an . of a range-pair with fixed amplitude and mid-value.