해상풍력터빈 수평재하말뚝의 신뢰성해석
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 윤길림 | - |
dc.contributor.author | 김선빈 | - |
dc.contributor.author | 이진학 | - |
dc.contributor.author | 이준환 | - |
dc.date.accessioned | 2020-07-15T22:52:07Z | - |
dc.date.available | 2020-07-15T22:52:07Z | - |
dc.date.created | 2020-02-11 | - |
dc.date.issued | 2015-11-25 | - |
dc.identifier.uri | https://sciwatch.kiost.ac.kr/handle/2020.kiost/25026 | - |
dc.description.abstract | This paper deals with the reliability analysis of mono-pile foundation for an offshore wind turbine (OWT). Reliability analyses of mono-pile foundation for an NREL 5.0 MW wind offshore turbine were performed to investigate the uncertainty and sensitivity of design parameters. Soil profile and the uncertainties of soil parameters were determined using geotechnical investigation at the test-bed in West-South coasts of Buan-Yeongkwang in Yellow Sea of Korea. First order reliability method with the response surface method (RSM-FORM) and the Monte Carlo simulation technique were used to the analyses. The pile analyses were also carried out by modeling a laterally loaded pile as a vertical beam supported by a series of discrete springs, each of which has its own nonlinear load-displacement characteristics.nd sensitivity of design parameters. Soil profile and the uncertainties of soil parameters were determined using geotechnical investigation at the test-bed in West-South coasts of Buan-Yeongkwang in Yellow Sea of Korea. First order reliability method with the response surface method (RSM-FORM) and the Monte Carlo simulation technique were used to the analyses. The pile analyses were also carried out by modeling a laterally loaded pile as a vertical beam supported by a series of discrete springs, each of which has its own nonlinear load-displacement characteristics. | - |
dc.description.uri | 1 | - |
dc.language | English | - |
dc.publisher | Techno-Press | - |
dc.relation.isPartOf | 2015 World Congress on Advances in Structural Engineering and Mechanics | - |
dc.title | 해상풍력터빈 수평재하말뚝의 신뢰성해석 | - |
dc.title.alternative | Reliability analysis of laterally loaded pile for an offshore wind turbine support structure | - |
dc.type | Conference | - |
dc.citation.conferencePlace | KO | - |
dc.citation.endPage | 9 | - |
dc.citation.startPage | 1 | - |
dc.citation.title | 2015 World Congress on Advances in Structural Engineering and Mechanics | - |
dc.contributor.alternativeName | 윤길림 | - |
dc.contributor.alternativeName | 김선빈 | - |
dc.contributor.alternativeName | 이진학 | - |
dc.identifier.bibliographicCitation | 2015 World Congress on Advances in Structural Engineering and Mechanics, pp.1 - 9 | - |
dc.description.journalClass | 1 | - |