모노파일식 해상풍력터빈 구조물 신뢰성해석
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 윤길림 | - |
dc.contributor.author | 김선빈 | - |
dc.contributor.author | 이진학 | - |
dc.date.accessioned | 2020-07-15T22:53:30Z | - |
dc.date.available | 2020-07-15T22:53:30Z | - |
dc.date.created | 2020-02-11 | - |
dc.date.issued | 2015-11-09 | - |
dc.identifier.uri | https://sciwatch.kiost.ac.kr/handle/2020.kiost/25087 | - |
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 installations need a significant cost of the total budget of offshore wind turbine (OWT) projects. Hence, a cost reduction from foundation parts is a key 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 30m, depths. And OWT design codes such as EC, GL, DNV, API, and Eurocode are being developed in a form of reliability based limit state design method. In this paper, reliability analysis using a response surface and simulation methods for an OWT mono-pile foundation were performed to investigate the sensitivities of mono-pile design parameters, and to find practical implications of reliability analysis.ce, a cost reduction from foundation parts is a key 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 30m, depths. And OWT design codes such as EC, GL, DNV, API, and Eurocode are being developed in a form of reliability based limit state design method. In this paper, reliability analysis using a response surface and simulation methods for an OWT mono-pile foundation were performed to investigate the sensitivities of mono-pile design parameters, and to find practical implications of reliability analysis. | - |
dc.description.uri | 1 | - |
dc.language | English | - |
dc.publisher | Japanese Geotechnical Society | - |
dc.relation.isPartOf | The 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering | - |
dc.title | 모노파일식 해상풍력터빈 구조물 신뢰성해석 | - |
dc.title.alternative | Reliability analysis of pile foundation for an offshore wind turbine | - |
dc.type | Conference | - |
dc.citation.conferencePlace | JA | - |
dc.citation.endPage | 5 | - |
dc.citation.startPage | 1 | - |
dc.citation.title | The 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering | - |
dc.contributor.alternativeName | 윤길림 | - |
dc.contributor.alternativeName | 김선빈 | - |
dc.contributor.alternativeName | 이진학 | - |
dc.identifier.bibliographicCitation | The 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, pp.1 - 5 | - |
dc.description.journalClass | 1 | - |