지반-파일 상호작용을 고려한 PS 콘크리트 해상풍력 구조물의 거동 해석

@article{ART002240716},
author={ 김범준 and Pasin Plodpradit and 배경태 and 김유석 and 김현기 and 김기두 },
title={지반-파일 상호작용을 고려한 PS 콘크리트 해상풍력 구조물의 거동 해석},
journal={풍력에너지저널},
issn={2093-5099},
year={2017},
volume={8},
number={1},
pages={16-25},
doi={10.33519/kwea.2017.8.1.002},
url={http://dx.doi.org/10.33519/kwea.2017.8.1.002}

TY - JOUR
AU - 김범준
AU - Pasin Plodpradit
AU - 배경태
AU - 김유석
AU - 김현기
AU - 김기두
TI - 지반-파일 상호작용을 고려한 PS 콘크리트 해상풍력 구조물의 거동 해석
T2 - 풍력에너지저널
PY - 2017
VL - 8
IS - 1
PB - 한국풍력에너지학회
SP - 16-25
SN - 2093-5099
AB - The concrete gravity base structure is not suitable for the weak soil due to heavy self weight. As an alternative, PS concrete offshore wind turbine structure supported with piles was suggested. For the analysis of structure, the environmental conditions of southwest coast in Korea and 5MW wind turbine were applied. The diffraction theory on the 3D finite element was used for wave pressure. To consider the effect of pile foundation on structure, finite element analysis was carried out with soil-pile interaction. In the result, the stresses and displacements of structure were acceptable with the criteria of offshore standard. And, piles had the enough pullout and bearing capacities to endure loads on piles. To evaluate the resonance behavior of the structure, the natural frequency analysis was implemented. As a result, the suggested structure has no resonance and has a stable dynamic characteristic. Thus, it is concluded that the suggested structure can be applied for weak soil, and it is expected to be the solution for offshore wind farm in Korea.
KW - 지반-파일 상호작용, 거동 해석, 프리스트레스트 콘크리트 해상풍력발전 구조물
DO - 10.33519/kwea.2017.8.1.002
UR - http://dx.doi.org/10.33519/kwea.2017.8.1.002
ER -

김범준 , Pasin Plodpradit , 배경태 , 김유석 , 김현기 and 김기두 (2017). 지반-파일 상호작용을 고려한 PS 콘크리트 해상풍력 구조물의 거동 해석. 풍력에너지저널, 8( 1), 16- 25.

김범준 , Pasin Plodpradit , 배경태 , 김유석 , 김현기 and 김기두 . 2017, “지반-파일 상호작용을 고려한 PS 콘크리트 해상풍력 구조물의 거동 해석”, 풍력에너지저널, vol. 8, no. 1, pp. 16-25. Available from: doi:10.33519/kwea.2017.8.1.002

김범준 Pasin Plodpradit et al. 배경태 김유석 김현기 김기두 “지반-파일 상호작용을 고려한 PS 콘크리트 해상풍력 구조물의 거동 해석” 풍력에너지저널 8.1 pp. 16-25 (2017): 16.

김범준 , Pasin Plodpradit , 배경태 , 김유석 , 김현기 , 김기두 . 지반-파일 상호작용을 고려한 PS 콘크리트 해상풍력 구조물의 거동 해석 풍력에너지저널 [Internet]. 2017; 8( 1), : 16-25. Available from: doi:10.33519/kwea.2017.8.1.002

김범준 , Pasin Plodpradit , 배경태 , 김유석 , 김현기 and 김기두 . “지반-파일 상호작용을 고려한 PS 콘크리트 해상풍력 구조물의 거동 해석” 풍력에너지저널 8, no.1 (2017): 16-25. doi: 10.33519/kwea.2017.8.1.002

홈 권호 목록 논문 목록 논문 상세

지반-파일 상호작용을 고려한 PS 콘크리트 해상풍력 구조물의 거동 해석

풍력에너지저널

약어 : -

2017, vol.8, no.1, pp.16 - 25

DOI : 10.33519/kwea.2017.8.1.002

발행기관 : 한국풍력에너지학회

연구분야 : 기타공학

김범준¹ , Pasin Plodpradit² , 배경태³ , 김유석⁴ , 김현기⁵ , 김기두⁶

¹건국대학교

²Konkuk University

³(주)대우건설기술연구소

⁴대우건설기술구원

⁵가톨릭관동대학교

⁶건국대학교

인용한 논문 수 : 3 서지 간략 보기

초록

The concrete gravity base structure is not suitable for the weak soil due to heavy self weight. As an alternative, PS concrete offshore wind turbine structure supported with piles was suggested. For the analysis of structure, the environmental conditions of southwest coast in Korea and 5MW wind turbine were applied. The diffraction theory on the 3D finite element was used for wave pressure. To consider the effect of pile foundation on structure, finite element analysis was carried out with soil-pile interaction. In the result, the stresses and displacements of structure were acceptable with the criteria of offshore standard. And, piles had the enough pullout and bearing capacities to endure loads on piles. To evaluate the resonance behavior of the structure, the natural frequency analysis was implemented. As a result, the suggested structure has no resonance and has a stable dynamic characteristic. Thus, it is concluded that the suggested structure can be applied for weak soil, and it is expected to be the solution for offshore wind farm in Korea.

키워드

지반-파일 상호작용, 거동 해석, 프리스트레스트 콘크리트 해상풍력발전 구조물

참고문헌(16)

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