• 한국태양에너지학회 논문집
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• 제30권6호
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• pp.59-65
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• 2010

Analysis on turbulence intensity profile depending on wind speed is an important process to set up design condition of wind turbine in terms of fatigue load. This paper tests goodness of fit of turbulence intensity empirical equations suggested by the IEC 61400 Standards with Jejudo Gimnyeong met-tower measurement, which is erected at a seashore. Therefore sea breeze and land breeze coexist. Sea breeze case showed apparent increasing trend of turbulence intensity in a high wind speed regime due to increase of sea surface roughness. However, neither inland wind turbine standard IEC 61400-1 nor offshore wind turbine standard IEC 61400-3 fit such a trend adequately. On the other hand, the modified empirical equation of turbulence intensity of IEC 61400-3 derived from Germany FINO1 application study by considering turbulence intensity behavior in a high wind speed regime showed good agreement with the measurement. Therefore, we can reconfirm and conclude that IEC 61400-3 Ed.1 legislated in 2009 needs to be modified.

• 정보처리학회논문지:컴퓨터 및 통신 시스템
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• 제1권3호
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• pp.151-160
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• 2012

본 논문에서는 IEC61400-25 국제표준기반 풍력 SCADA 시스템을 위한 데이터베이스 설계를 수행하였다. 국제표준의 도입과 풍력발전의 대형화, 단지화로 인하여 발생하는 방대한 양의 데이터를 처리하기 위하여 체계적 관리는 필수적이다. 복잡하고 다양한 기능의 풍력 데이터들의 특성을 파악하고 사용자의 사전 요구사항을 반영하여 데이터베이스를 설계함으로써 데이터 공간 낭비를 줄이고, 관리의 효율성을 향상시킬 수 있다. 결과적으로 구축, 유지비용과 노력을 줄일 수 있을 것으로 기대한다.

• 한국융합학회논문지
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• 제4권3호
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• pp.1-5
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• 2013

본 연구에서는 소형풍력발전용 블레이드의 축소모델을 대상으로 단순 하중 계산 및 구조 시험을 수행하였다. 먼저, 연구 대상인 블레이드의 초기 모델의 0.2 비율만큼 축소하여 설계 및 제작하였다. 그리고 소형 풍력발전 국제 규격인 IEC 61400-2에 의거한 단순 하중 계산식을 이용하여 모멘트를 획득하였다. 또한, 추를 이용한 구조시험을 수행하여 최대 모멘트를 획득하였다. 이를 통하여 계산 및 시험에 따른 최대 모멘트를 비교하였다.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2011년도 추계학술대회 초록집
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• pp.35.2-35.2
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• 2011

A wind turbine power performance test is very important to wind turbine manufacturers because a wind farm developer or planner must want to define power performance characteristics and reliability of new wind turbines. Based on the IEC 61400-12-1, A wind turbine test site has to be nicely installed at flat terrain for testing. We are developing the wind power system which is IEC wind class IIa model with rated power of 3MW. KEPCO's Gochang power testing center was considered as candidates to build the test site without site calibration. This paper aims to verify the validity of the test site by using implement site assessment result that was based on IEC 61400-12-1.

• 한국태양에너지학회 논문집
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• 제32권1호
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• pp.15-24
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• 2012

IEC 61400-1 requires design lifetime of wind turbines at least 20 years, thus wind turbine should be assured for structural safety through load assessment. DLCs have been defined with respect to the load assessment in IEC 61400-1. In addition, if the extreme design values for DLC1.3 are equal or exceed the extreme design value for DLC1.1, DLC1.1 may be omitted. To omit DLC1.1, scale factor (c) will be increased in DLC1.3. However, this particular adjustment is not specified guidelines. Thus, this study was conducted. DLC1.1 was calculated for extrapolation of 50 years-extreme events using several probability distribution functions and fitting methods. And DLC1.3 was calculated for up to seven different values of scale factor (c) with $2{\leq}c{\leq}5$ in steps of 0.5. Finally, in this study, scale factor (c) that was the value of 4.51 was determined.

• 한국해양공학회지
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• 제34권6호
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• pp.454-460
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• 2020

In 2019, the Korean government announced the 3rd Basic Plan for Energy, which included expanding the rate of renewable energy generation by 30-40% by 2040. Hence, offshore wind power generation, which is relatively easy to construct in large areas, should be considered. The East Sea coast of Korea is a sea area where the depth reaches 50 m, which is deeper than the west coast, even though it is only 2.5 km away from the coastline. Therefore, for offshore wind power projects on the East Sea coast, a floating offshore wind power should be considered instead of a fixed one. In this study, a response analysis was performed by applying the analytical conditions of IEC61400-3-2 for the design of floating offshore wind power generation systems. In the newly revised IEC61400-3-2 international standard, design load cases to be considered in floating offshore wind power systems are specified. The upper structure applied to the numerical analysis was a 5-MW-class wind generator developed by the National Renewable Energy Laboratory (NREL), and the marine environment conditions required for the analysis were based on the Ulsan Meteorological Buoy data from the Korea Meteorological Administration. The FAST v8 developed by NREL was used in the coupled analysis. From the simulation, the maximum response of the six degrees-of-freedom motion and the maximum load response of the joint part were compared. Additionally, redundancy was verified under abnormal conditions. The results indicate that the platform has a maximum displacement radius of approximately 40 m under an extreme sea state, and when one mooring line is broken, this distance increased to approximately 565 m. In conclusion, redundancy should be verified to determine the design of floating offshore wind farms or the arrangement of mooring systems.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2007년도 춘계학술대회
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• pp.409-413
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• 2007

To assure the structural integrity for the hub and low speed shaft (LSS) of the drive train, it is necessary to obtain the ultimate aerodynamic loads acting on the wind turbine blade. The aim of this study is to predict the time histories of 3 forces and 3 moments at the hub and the LSS based on the design load case of the IEC 61400-1. From the calculated results most of the load components have rotor revolution frequency whereas thrust and torque of the LSS show blade passage frequency. It turns out that the EWM wind condition involves the maximum ultimate loads at both hub and LSS of the horizontal axis wind turbine.

• 한국전자통신학회논문지
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• 제16권3호
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• pp.485-492
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• 2021

50kW 또는 그 이하의 정격용량을 갖는 풍력터빈은 일반적으로 소형풍력으로 간주한다. 소형풍력터빈은 독립형 전력시스템과 가전제품, 독립적인 적용 및 에너지저장장치, 태양광, 소수력, 디젤엔진과 같은 다른 에너지 기술을 조합하여 동시에 사용할 수 있는 매력적인 대체품이다. 연구목적은 터빈블레이드 제작법과 구조가 가능한 상업용 개발과정과 유사성을 갖도록 50kW급 풍력터빈 블레이드를 개발하기 위한 것이다. 목함에 기반하여 제작된 몰드기법은 탄소섬유와 열경화성 수지인 유리섬유를 사용한 경량설계, 다중부목, 오목성을 유지하기 위하여 채택한다. 수 작업형 시제품 제조법은 공기역학적인 평판형의 반복적인 설계를 통해서 단주기를 갖는 고밀도 형상 몰드를 사용하여 개발한 것이다. 5개의 블레이드 생산공정을 통하여 제작하고, 블레이드의 주요 구성요소는 IEC-61400-23 규정에 따라 설계의 적절성을 검증하기 위하여 시험하며. 또한, 개발된 블레이드를 갖는 풍력시스템은 성능특성을 검증하기 위하여 IEC 61400-12 규정에 따라 시험한다. 블레이드와 터빈시스템의 시험결과는 상업운전에서 요구되는 유효한 설계조건을 확인하였다.

• 한국기계가공학회지
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• 제15권3호
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• pp.21-27
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• 2016

The static and dynamic structural integrity qualification was performed through the seismic analysis of a small-size Savonius-type vertical wind turbine at dead weight plus wind load and seismic loads. The ANSYS finite element program was used to develop the FEM model of the wind turbine and to accomplish static, modal, and dynamic frequency response analyses. The stress of the wind turbine structure for each wind load and dead weight was calculated and combined by taking the square root of the sum of the squares (SRSS) to obtain static stresses. Seismic response spectrum analysis was also carried out in the horizontal (X and Y) and vertical (Z) directions to determine the response stress distribution for the required response spectrum (RRS) at safe-shutdown earthquake with a 5% damping (SSE-5%) condition. The stress resulting from the seismic analysis in each of the three directions was combined with the SRSS to yield dynamic stresses. These static and dynamic stresses were summed by using the same SRSS. Finally, this total stress was compared with the allowable stress design, which was calculated based on the requirements of the KBC 2009, KS C IEC 61400-1, and KS C IEC 61400-2 codes.

• 산업기술연구
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• 제35권
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• pp.95-102
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• 2015

Two extreme wind speed prediction models, the EWM(Extreme wind speed model) in IEC61400-1 and the Gumbel method were compared in this study. The two models were used to predict extreme wind speeds of six different sites in Korea and the results were compared with long term wind data. The NCAR reanalysis data were used for inputs to two models. Various periods of input wind data were tried from 1 year to 50 years and the results were compared with the 50 year maximum wind speed of NCAR wind data. It was found that the EWM model underpredicted the extreme wind speed more than 5 % for two sites. Predictions from Gumbel method overpredicted the extreme wind speed or underpredicted it less than 5 % for all cases when the period of the input data is longer than 10 years. The period of the input wind data less than 3 years resulted in large prediction errors for Gumbel method. Predictions from the EWM model were not, however, much affected by the period of the input wind data.