해상풍력 구조물 설치 단계별 현장 동특성 분석을 통한 트라이포드 석션기초 적용성 검증

@article{ART002510679},
author={ 유무성 and 이준신 and 곽대진 and 서윤호 },
title={해상풍력 구조물 설치 단계별 현장 동특성 분석을 통한 트라이포드 석션기초 적용성 검증},
journal={풍력에너지저널},
issn={2093-5099},
year={2019},
volume={10},
number={3},
pages={12-21},
doi={10.33519/kwea.2019.10.3.002},
url={http://dx.doi.org/10.33519/kwea.2019.10.3.002}

TY - JOUR
AU - 유무성
AU - 이준신
AU - 곽대진
AU - 서윤호
TI - 해상풍력 구조물 설치 단계별 현장 동특성 분석을 통한 트라이포드 석션기초 적용성 검증
T2 - 풍력에너지저널
PY - 2019
VL - 10
IS - 3
PB - 한국풍력에너지학회
SP - 12-21
SN - 2093-5099
AB - This paper presents the installation procedure for an offshore wind turbine that has a suction bucket as its foundation. It also deals with the evaluation of dynamic characteristics at each installation stage by measuring the natural frequency of that system. Most previous studies mainly focused on the final natural frequency of the wind turbine after all support structures are installed. Consequently, those studies only checked whether this natural frequency could avoid resonance. However, this study checked the natural frequency of the system at each installation stage, which enabled the verification of governing factors of excitation such as waves, currents, wind and the system itself at each stage. From the field test data, it was found that the boat impact method gave a good excitation force, and this could be used for validating the integrity of offshore support structures such as oil and gas platforms. The test results also showed that the discrepancy in natural frequency between field data and analysis data is only 1.5%. This proves that the numerical analysis model is reliable and the wind turbine system was safely installed. This study will be helpful to design offshore wind turbine support structures and check the reliability of the numerical analysis model of offshore wind turbines.
KW - 해상풍력, 석션기초, 고유진동수, 가진력, 자중관입, 석션관입, 수직도
DO - 10.33519/kwea.2019.10.3.002
UR - http://dx.doi.org/10.33519/kwea.2019.10.3.002
ER -

유무성 , 이준신 , 곽대진 and 서윤호 (2019). 해상풍력 구조물 설치 단계별 현장 동특성 분석을 통한 트라이포드 석션기초 적용성 검증. 풍력에너지저널, 10( 3), 12- 21.

유무성 , 이준신 , 곽대진 and 서윤호 . 2019, “해상풍력 구조물 설치 단계별 현장 동특성 분석을 통한 트라이포드 석션기초 적용성 검증”, 풍력에너지저널, vol. 10, no. 3, pp. 12-21. Available from: doi:10.33519/kwea.2019.10.3.002

유무성 이준신 et al. 곽대진 서윤호 “해상풍력 구조물 설치 단계별 현장 동특성 분석을 통한 트라이포드 석션기초 적용성 검증” 풍력에너지저널 10.3 pp. 12-21 (2019): 12.

유무성 , 이준신 , 곽대진 , 서윤호 . 해상풍력 구조물 설치 단계별 현장 동특성 분석을 통한 트라이포드 석션기초 적용성 검증 풍력에너지저널 [Internet]. 2019; 10( 3), : 12-21. Available from: doi:10.33519/kwea.2019.10.3.002

유무성 , 이준신 , 곽대진 and 서윤호 . “해상풍력 구조물 설치 단계별 현장 동특성 분석을 통한 트라이포드 석션기초 적용성 검증” 풍력에너지저널 10, no.3 (2019): 12-21. doi: 10.33519/kwea.2019.10.3.002

홈 권호 목록 논문 목록 논문 상세

해상풍력 구조물 설치 단계별 현장 동특성 분석을 통한 트라이포드 석션기초 적용성 검증

풍력에너지저널

약어 : -

2019, vol.10, no.3, pp.12 - 21

DOI : 10.33519/kwea.2019.10.3.002

발행기관 : 한국풍력에너지학회

연구분야 : 기타공학

유무성¹ , 이준신² , 곽대진³ , 서윤호⁴

¹한국전력공사 전력연구원

²한전 전력연구원

³(주)에드벡트

⁴한국기계연구원

인용한 논문 수 : 2 서지 간략 보기

초록

This paper presents the installation procedure for an offshore wind turbine that has a suction bucket as its foundation. It also deals with the evaluation of dynamic characteristics at each installation stage by measuring the natural frequency of that system. Most previous studies mainly focused on the final natural frequency of the wind turbine after all support structures are installed. Consequently, those studies only checked whether this natural frequency could avoid resonance. However, this study checked the natural frequency of the system at each installation stage, which enabled the verification of governing factors of excitation such as waves, currents, wind and the system itself at each stage. From the field test data, it was found that the boat impact method gave a good excitation force, and this could be used for validating the integrity of offshore support structures such as oil and gas platforms. The test results also showed that the discrepancy in natural frequency between field data and analysis data is only 1.5%. This proves that the numerical analysis model is reliable and the wind turbine system was safely installed. This study will be helpful to design offshore wind turbine support structures and check the reliability of the numerical analysis model of offshore wind turbines.

키워드

해상풍력, 석션기초, 고유진동수, 가진력, 자중관입, 석션관입, 수직도

참고문헌(14)

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[학술대회] Clukey, E. C. / 1995 / The response of Suction Caissons in Normally Consolidated Clays to Cyclic TLP Loading Conditions / Offshore Technology Conference
[단행본] Cottrill, A. / 1992 / Skirt Plate to Support Europipe Jacket / Offshore Engineering
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[기타] ADVACT / 2016 / Final Design of Suction Bucket Foundation for Offshore Wind Turbine
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[기타] IEC / 2005 / Wind Turbines-Part 1: Design Requirements, IEC 61400-1 Standard / International Electrotechnical Commission
[기타] / Suction Pile Loading Capacity Evaluation Program
[학술지] 서윤호 / 2016 / 석션 버켓 지지구조를 포함하는 해상 풍력발전기 고유진동수 추정을 위한 모형화 / 풍력에너지저널 7 (2) : 29 ~ 34
[단행본] R. D. Blevins / 1977 / Flow-induced vibration / Van nostrand reinhold company
[보고서] Korea Institute of Machinery and Materials / 2016 / Report on Measuring the Natural Frequency of Suction Bucket Offshore Wind Turbine