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Reliability Analysis for Offshore Platform Structural Systems

Deng DengHzSun Sun

1997中国海洋工程:英文版Engineering被引 1

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摘要

A system reliability estimation method for spatial jacket platforms is developed in this paper,The jacket platform is modeled into three-dimensional assembly of spatial beam and plate elements in Fi-nite Element Method(FEM).The limit failure states correspond to collapse of a series of structural mem-bers which are identified by engineering design criteria.In this paper the following aspects are taken intoaccount:the punching shear and buckiing failures in member failure modes for the tubular joints and tubu-lar columns respectively;incremental loading approach for establishment of the safety margin equations ofsystem failure;the algorithm of enumerating significant failure modes for the structural systems and otherconcepts,such as the false failure mode and the virtual limit state.The final work is devoted to the reliabili-ty analysis for a practical jacket platform presently put into operation on the Bohai Sea.The computed re-sults shows that method suggested in this paper is feasible and effective for

引用本文(GB/T 7714)

Deng Deng, Hz, Sun Sun. Reliability Analysis for Offshore Platform Structural Systems[J]. 中国海洋工程:英文版, 1997.

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