한국항해항만학회지 (Journal of Navigation and Port Research)

  • 제37권6호
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  • Pages.655-662
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  • 2013
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  • 1598-5725(pISSN)
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  • 2093-8470(eISSN)
한국항해항만학회 (Korean Institute of Navigation and Port Research)
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해상 풍력 타워의 모노파일 기초에 대한 다층 지반 해석

Analysis of the Multi-layered Soil on Monopile Foundation of Offshore Wind Turbine

  • 투고 : 2013.11.14
  • 심사 : 2013.12.27
  • 발행 : 2013.12.31
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초록

최근 화석 연료의 사용에 따른 문제들로 인해 다양한 그린 에너지들이 주목 받고 있다. 그린 에너지의 한 종류로써 풍력 발전의 원동력인 바람은 육상에서 보다 해상에서 양질의 값이 관측된다. 또한, 부지확보, 소음, 전자파와 같은 육상 풍력 발전의 문제점을 해결할 대안으로써, 또한 더 효율적인 풍력 발전을 위해 해상 풍력 발전의 개발이 주목받고 있다. 이에 따라 해상 풍력에 대한 많은 연구들이 수행되고 있다. 풍력 타워가 해상으로 진출함에 따라 해상 풍력 타워는 점차 거대해지고 있다. 따라서 풍력과 파력을 견뎌내기 위한 안정성이 요구되고 있다. 본 연구에서는 p-y 관계를 이용해 다층 지반의 기초에 작용하는 외력을 계산하였다.

Recently, by the problems owing to utilization of fossil fuel, various green energies receive attention. Wind, the impetus for the wind power generation as one of the green energies, is observed higher quality value in the offshore than onshore. Also, the development of offshore wind turbines is in the spotlight as alternative to solve the problems of onshore wind farm such as securing sites, noise, and electromagnetic waves, and to get efficient wind energy. Therefore, the many researches on offshore wind energy have been carried out. As wind towers are advanced to ocean, offshore wind towers have been enlarged. Thus, stability is required to endure wind force and wave force. In this study, the external forces act on the foundation in multi-layered are calculated by p-y relation.

키워드

참고문헌

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