부유식 해상풍력발전기 타워의 초기 형상에 따른 공진 해석

@article{ART002427039},
author={ 김준배 and 신현경 },
title={부유식 해상풍력발전기 타워의 초기 형상에 따른 공진 해석},
journal={풍력에너지저널},
issn={2093-5099},
year={2018},
volume={9},
number={4},
pages={57-64},
doi={10.33519/kwea.2018.9.4.008},
url={http://dx.doi.org/10.33519/kwea.2018.9.4.008}

TY - JOUR
AU - 김준배
AU - 신현경
TI - 부유식 해상풍력발전기 타워의 초기 형상에 따른 공진 해석
T2 - 풍력에너지저널
PY - 2018
VL - 9
IS - 4
PB - 한국풍력에너지학회
SP - 57-64
SN - 2093-5099
AB - To maximize power generation and reduce the construction cost of a commercial utility-grade wind turbine, the size of the wind turbine should be large. The initial design of the 12 MW University of Ulsan(UOU) Floating Offshore Wind Turbine(FOWT) was carried out based on the 5 MW National Renewable Energy Laboratory(NREL) offshore wind turbine model. The existing 5 MW NREL offshore wind turbines have been expanded to 12 MW UOU FOWT using the geometric law of similarity and then redesigned for each factor. The resonance of the tower is the most important dynamic responses of a wind turbine, and it should be designed by avoiding resonance due to cyclic load during turbine operations. The natural frequency of the tower needs to avoid being within the frequency range corresponding to the rotational speed of the blades, 1P, and the blade passing frequency, 3P. To avoid resonance, vibration can be reduced by modifying the stiffness or mass. The direct expansion of the 5 MW wind turbine support structure caused a resonance problem with the tower of the 12 MW FOWT and the tower length and diameter was adjusted to avoid a match of the first natural frequency and 3P excitation of the tower.
KW - 부유식 해상풍력발전기, 캠벨 선도, 공진, 가진 주파수
DO - 10.33519/kwea.2018.9.4.008
UR - http://dx.doi.org/10.33519/kwea.2018.9.4.008
ER -

김준배 and 신현경 (2018). 부유식 해상풍력발전기 타워의 초기 형상에 따른 공진 해석. 풍력에너지저널, 9( 4), 57- 64.

김준배 and 신현경 . 2018, “부유식 해상풍력발전기 타워의 초기 형상에 따른 공진 해석”, 풍력에너지저널, vol. 9, no. 4, pp. 57-64. Available from: doi:10.33519/kwea.2018.9.4.008

김준배 신현경 et al. “부유식 해상풍력발전기 타워의 초기 형상에 따른 공진 해석” 풍력에너지저널 9.4 pp. 57-64 (2018): 57.

김준배 , 신현경 . 부유식 해상풍력발전기 타워의 초기 형상에 따른 공진 해석 풍력에너지저널 [Internet]. 2018; 9( 4), : 57-64. Available from: doi:10.33519/kwea.2018.9.4.008

김준배 and 신현경 . “부유식 해상풍력발전기 타워의 초기 형상에 따른 공진 해석” 풍력에너지저널 9, no.4 (2018): 57-64. doi: 10.33519/kwea.2018.9.4.008

홈 권호 목록 논문 목록 논문 상세

부유식 해상풍력발전기 타워의 초기 형상에 따른 공진 해석

풍력에너지저널

약어 : -

2018, vol.9, no.4, pp.57 - 64

DOI : 10.33519/kwea.2018.9.4.008

발행기관 : 한국풍력에너지학회

연구분야 : 기타공학

김준배¹ , 신현경²

¹울산대학교

²울산대학교

인용한 논문 수 : 2 서지 간략 보기

초록

To maximize power generation and reduce the construction cost of a commercial utility-grade wind turbine, the size of the wind turbine should be large. The initial design of the 12 MW University of Ulsan(UOU) Floating Offshore Wind Turbine(FOWT) was carried out based on the 5 MW National Renewable Energy Laboratory(NREL) offshore wind turbine model. The existing 5 MW NREL offshore wind turbines have been expanded to 12 MW UOU FOWT using the geometric law of similarity and then redesigned for each factor. The resonance of the tower is the most important dynamic responses of a wind turbine, and it should be designed by avoiding resonance due to cyclic load during turbine operations. The natural frequency of the tower needs to avoid being within the frequency range corresponding to the rotational speed of the blades, 1P, and the blade passing frequency, 3P. To avoid resonance, vibration can be reduced by modifying the stiffness or mass. The direct expansion of the 5 MW wind turbine support structure caused a resonance problem with the tower of the 12 MW FOWT and the tower length and diameter was adjusted to avoid a match of the first natural frequency and 3P excitation of the tower.

키워드

부유식 해상풍력발전기, 캠벨 선도, 공진, 가진 주파수

참고문헌(15)

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