Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/91305
DC FieldValue
dc.titleLong-term reliability assessment of offshore structures in complex environment
dc.contributor.authorZhang, Y.
dc.contributor.authorQuek, S.T.
dc.contributor.authorBeer, M.
dc.date.accessioned2014-10-09T07:40:24Z
dc.date.available2014-10-09T07:40:24Z
dc.date.issued2013
dc.identifier.citationZhang, Y.,Quek, S.T.,Beer, M. (2013). Long-term reliability assessment of offshore structures in complex environment. Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures - Proceedings of the 11th International Conference on Structural Safety and Reliability, ICOSSAR 2013 : 2209-2216. ScholarBank@NUS Repository.
dc.identifier.isbn9781138000865
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/91305
dc.description.abstractThe safety of an offshore structure is highly dependent on its resistance to the environmental loads.A realistic statistical model of the environmental parameters is essential in order to produce a safe design including a realistic estimate of the failure probability in a stochastic analysis so as to avoid unexpected failure and its associated consequences. However, the available joint distribution model can only describe the statistical dependence in a very restricted form. The use of simple probabilistic models may lead to some significant bias in the stochastic structural analysis. In this paper, the safety of an offshore structure considering multiple environmental factors is investigated. A copula-based joint probabilistic model is presented to describe several commonly used sea state parameters. A wide range of copula functions are examined in the construction of the multivariate model. The modeled sea state parameters are then utilized to characterize the load for the reliability analysis of a real jacket structure. A novel discretized subcopula approach is proposed to assess the long term performance of the jacket structure. The advantages of this innovative way of calculating the design value is demonstrated in the structural analysis. Finally, the usefulness of this new approach in more complex problems that have more environmental factors is discussed. © 2013 Taylor & Francis Group, London.
dc.sourceScopus
dc.typeConference Paper
dc.contributor.departmentCIVIL & ENVIRONMENTAL ENGINEERING
dc.description.sourcetitleSafety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures - Proceedings of the 11th International Conference on Structural Safety and Reliability, ICOSSAR 2013
dc.description.page2209-2216
dc.identifier.isiutNOT_IN_WOS
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