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장기계측에 의한 2MW급 풍력발전 타워구조물의 동특성 평가

Evaluation of Dynamic Characteristics of 2MW Wind Turbine Tower Structure by Long-Term Measurement

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한국복합신소재구조학회 (Korean Society for Advanced Composite Structures)
초록

This study investigates dynamic characteristics of a 2MW wind turbine structure by long-term response monitoring with accelerometers, tiltmeter and strain gauges. The object wind turbine structure is located in Jeju Island, Korea. The natural frequency and damping ratio were evaluated by least-square frequency domain decomposition and random decrement technique using acceleration response data. As a result, it was found that natural frequencies with 1st, 2nd and 3rd modes, and blade passing frequencies with 1P, 2P and 3P were clearly showed from power spectral densities of acceleration reponses. Furthermore, 1st model frequencies were almost constant with increase in standard deviations of acceleration responses. Another notable observation was that when standard deviations of acceleration responses were small, damping ratios showed to diverge. However, when standard deviations of acceleration responses had large values, damping ratios were converged to about 0.5%.

목차
ABSTRACT
 1. 서 론
 2. 장기계측 개요
 3. 실측결과 및 고찰
 References
저자
  • 김원술(한국해양과학기술원 연안개발연구센터) | Kim Wonsul
  • 이진학(한국해양과학기술원 연안개발연구센터) | Yi Jin-Hak
  • 이충기(한국남부발전(주) 남제주발전본부) | Lee Choongki
  • 김석현(한국남부발전(주) 남제주발전본부) | Kim Seok-Hyun