5.0MW 터빈 대응 ICH RC 구조 풍력타워의 표준 단면설계와 FAST를 이용한 해석
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 김성원 | - |
dc.contributor.author | 홍혜민 | - |
dc.contributor.author | 한택희 | - |
dc.contributor.author | 이진학 | - |
dc.date.accessioned | 2020-07-15T22:31:52Z | - |
dc.date.available | 2020-07-15T22:31:52Z | - |
dc.date.created | 2020-02-11 | - |
dc.date.issued | 2016-04-07 | - |
dc.identifier.uri | https://sciwatch.kiost.ac.kr/handle/2020.kiost/24915 | - |
dc.description.abstract | An ICH RC (internally confined hollow reinforced concrete) tower for supporting 5.0MW wind turbine was developed and its standard sections were designed. It was found that ICH RC wind tower is satisfied with maximum 200% bigger moment which is required for pre-existing steel tower. Also, the results from the FAST showed that 5.0MW turbine can be normally operated with the ICH RC tower. is required for pre-existing steel tower. Also, the results from the FAST showed that 5.0MW turbine can be normally operated with the ICH RC tower. | - |
dc.description.uri | 2 | - |
dc.language | Korean | - |
dc.publisher | 국구조물진단유지관리공학회 | - |
dc.relation.isPartOf | 국구조물진단유지관리공학회 2016년 봄 학술발표회 | - |
dc.title | 5.0MW 터빈 대응 ICH RC 구조 풍력타워의 표준 단면설계와 FAST를 이용한 해석 | - |
dc.title.alternative | Standard Section Design and Analysis of 5.0MW ICH RC Wind Tower by using FAST | - |
dc.type | Conference | - |
dc.citation.conferencePlace | KO | - |
dc.citation.title | 국구조물진단유지관리공학회 2016년 봄 학술발표회 | - |
dc.contributor.alternativeName | 김성원 | - |
dc.contributor.alternativeName | 홍혜민 | - |
dc.contributor.alternativeName | 한택희 | - |
dc.contributor.alternativeName | 이진학 | - |
dc.identifier.bibliographicCitation | 국구조물진단유지관리공학회 2016년 봄 학술발표회 | - |
dc.description.journalClass | 2 | - |