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Probabilistic fatigue design of reinforced-concrete wind turbine foundations

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dc.contributor.authorMankar, Amol-
dc.contributor.authorSørensen, John Dalsgaard-
dc.date.accessioned2019-05-14T03:00:14Z-
dc.date.available2019-05-14T03:00:14Z-
dc.date.issued2019-05-26-
dc.identifier.citation13th International Conference on Applications of Statistics and Probability in Civil Engineering(ICASP13), Seoul, South Korea, May 26-30, 2019-
dc.identifier.isbn979-11-967125-0-1-
dc.identifier.otherICASP13-025-
dc.identifier.urihttps://hdl.handle.net/10371/153258-
dc.description.abstractProbabilistic fatigue design of wind turbines is a new approach to optimize the design by reducing in a reliability- and cost-optimal way the amount of materials used for the construction, ultimately reducing the cost of energy. This paper presents such a probabilistic framework for reliability assessment of onshore wind turbine foundations with aim to optimize the design. This framework includes stochastic modelling of fatigue strength based on a large database of test results, stochastic modelling of the fatigue load (wind), modelling of the related epistemic and aleatory uncertainties, along with a case study showing how optimization could be exercised using the reliability-based framework.-
dc.description.sponsorshipCurrent work is carried out under the project INFRASTAR (infrastar.eu), which has received funding from the European Unions Horizon 2020 research and innovation programme under the Marie Skłodowska-Curie grant agreement No 676139. The grant is gratefully acknowledged.-
dc.language.isoen-
dc.titleProbabilistic fatigue design of reinforced-concrete wind turbine foundations-
dc.typeConference Paper-
dc.identifier.doi10.22725/ICASP13.025-
dc.sortNo975-
dc.citation.pages49-56-
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