Evolution of the dynamic response and its effects on the serviceability of offshore wind turbines with stochastic loads and soil degradation
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Nam, W. | - |
dc.contributor.author | Oh, K.-Y. | - |
dc.contributor.author | Epureanu, B.I. | - |
dc.date.available | 2019-03-08T06:56:40Z | - |
dc.date.issued | 2019-04 | - |
dc.identifier.issn | 0951-8320 | - |
dc.identifier.issn | 1879-0836 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/cau/handle/2019.sw.cau/3282 | - |
dc.description.abstract | Novel methods combined with an integrated simulation platform are suggested for the design of offshore wind turbines (OWTs) and substructures that ensure a 20-year lifespan. These methods enable one to estimate the long-term evolution of the dynamic responses of OWTs due to the degradation of the soil modulus of the foundation under stochastic loading conditions. The results of this study show that random fluctuations of the soil stress caused by stochastic loads (i.e., aerodynamic and hydrodynamic loads acting on OWTs) can be described by a Rayleigh distribution and a Gaussian distribution. By using these probabilistic characteristics, the stochastic fluctuations in the soil stress can be rapidly calculated without using Monte Carlo simulations. Moreover, a new method based on the derivatives of the degradation functions and on the inverse of these functions is also suggested to calculate the mean degradation index. These methods significantly decrease the computational effort, thus overcoming a critical drawback of existing methods. Case studies demonstrate that the dimensions of the substructures significantly affect the evolution of the dynamic response. This suggests that the evolution of the dynamic response should be considered in the design process to secure the serviceability of OWTs and substructures. © 2018 Elsevier Ltd | - |
dc.format.extent | 13 | - |
dc.language | 영어 | - |
dc.language.iso | ENG | - |
dc.publisher | Elsevier Ltd | - |
dc.title | Evolution of the dynamic response and its effects on the serviceability of offshore wind turbines with stochastic loads and soil degradation | - |
dc.type | Article | - |
dc.identifier.doi | 10.1016/j.ress.2018.03.017 | - |
dc.identifier.bibliographicCitation | Reliability Engineering and System Safety, v.184, no.SI, pp 151 - 163 | - |
dc.description.isOpenAccess | N | - |
dc.identifier.wosid | 000458590200015 | - |
dc.identifier.scopusid | 2-s2.0-85044145521 | - |
dc.citation.endPage | 163 | - |
dc.citation.number | SI | - |
dc.citation.startPage | 151 | - |
dc.citation.title | Reliability Engineering and System Safety | - |
dc.citation.volume | 184 | - |
dc.type.docType | Article in Press | - |
dc.publisher.location | 영국 | - |
dc.subject.keywordAuthor | Offshore wind turbine | - |
dc.subject.keywordAuthor | Soil modulus degradation | - |
dc.subject.keywordAuthor | Stochastic aerodynamic/hydrodynamic load | - |
dc.subject.keywordAuthor | Suction caisson foundation | - |
dc.subject.keywordAuthor | Wind turbine long-term serviceability | - |
dc.subject.keywordPlus | SUCTION CAISSONS | - |
dc.subject.keywordPlus | PERMANENT STRAINS | - |
dc.subject.keywordPlus | DESIGN PROCEDURES | - |
dc.subject.keywordPlus | MARINE CLAY | - |
dc.subject.keywordPlus | BEHAVIOR | - |
dc.subject.keywordPlus | INSTALLATION | - |
dc.subject.keywordPlus | FOUNDATIONS | - |
dc.subject.keywordPlus | FREQUENCY | - |
dc.subject.keywordPlus | CAPACITY | - |
dc.subject.keywordPlus | STRENGTH | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalResearchArea | Operations Research & Management Science | - |
dc.relation.journalWebOfScienceCategory | Engineering, Industrial | - |
dc.relation.journalWebOfScienceCategory | Operations Research & Management Science | - |
dc.description.journalRegisteredClass | sci | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
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