Reliability analysis of laterally loaded piles for an offshore wind turbine support structure using response surface methodology SCIE SCOPUS KCI
DC Field | Value | Language |
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dc.contributor.author | Kim, Sun B. | - |
dc.contributor.author | Yoon, Gil L. | - |
dc.contributor.author | Yi, Jin H. | - |
dc.contributor.author | Lee, Jun H. | - |
dc.date.accessioned | 2020-04-20T03:25:02Z | - |
dc.date.available | 2020-04-20T03:25:02Z | - |
dc.date.created | 2020-01-28 | - |
dc.date.issued | 2015-12 | - |
dc.identifier.issn | 1226-6116 | - |
dc.identifier.uri | https://sciwatch.kiost.ac.kr/handle/2020.kiost/2357 | - |
dc.description.abstract | With an increasing demand of a renewable energy, new offshore wind turbine farms are being planned in some parts of the world. Foundation installation asks a significant cost of the total budget of offshore wind turbine (OWT) projects. Hence, a cost reduction from foundation parts is a key element when a cost-efficient designing of OWT budget. Mono-piles have been largely used, accounting about 78% of existing OWT foundations, because they are considered as a most economical alternative with a relatively shallow-water, less than 30 m of seawater depth. OWT design standards such as IEC, GL, DNV, API, and Eurocode are being developed in a form of reliability based limit state design method. In this paper, reliability analysis using the response surface method (RSM) and numerical simulation technique for an OWT mono-pile foundation were performed to investigate the sensitivities of mono-pile design parameters, and to find practical implications of RSM reliability analysis. | - |
dc.description.uri | 1 | - |
dc.language | English | - |
dc.publisher | TECHNO-PRESS | - |
dc.title | Reliability analysis of laterally loaded piles for an offshore wind turbine support structure using response surface methodology | - |
dc.type | Article | - |
dc.citation.endPage | 607 | - |
dc.citation.startPage | 597 | - |
dc.citation.title | WIND AND STRUCTURES | - |
dc.citation.volume | 21 | - |
dc.citation.number | 6 | - |
dc.contributor.alternativeName | 김선빈 | - |
dc.contributor.alternativeName | 윤길림 | - |
dc.contributor.alternativeName | 이진학 | - |
dc.identifier.bibliographicCitation | WIND AND STRUCTURES, v.21, no.6, pp.597 - 607 | - |
dc.identifier.doi | 10.12989/was.2015.21.6.597 | - |
dc.identifier.scopusid | 2-s2.0-84959114856 | - |
dc.identifier.wosid | 000367851900002 | - |
dc.type.docType | Article | - |
dc.description.journalClass | 1 | - |
dc.subject.keywordAuthor | pile foundation | - |
dc.subject.keywordAuthor | mono-pile | - |
dc.subject.keywordAuthor | reliability analysis | - |
dc.subject.keywordAuthor | response surface method | - |
dc.subject.keywordAuthor | soil-pile interaction | - |
dc.relation.journalWebOfScienceCategory | Construction & Building Technology | - |
dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
dc.relation.journalWebOfScienceCategory | Mechanics | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.description.journalRegisteredClass | kci | - |
dc.relation.journalResearchArea | Construction & Building Technology | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalResearchArea | Mechanics | - |