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      https://www.riss.kr/link?id=A100090197

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      다국어 초록 (Multilingual Abstract)

      The IEC standard for onshore or offshore wind turbines requires additional dummy simulations (at least 5 s) for the transient responses due to initial conditions. An increase in the dummy time causes a considerable increase in the computational cost considering multiple design spirals with several thousand design load analysis cases. A time of 30 s is typically used in practical simulations for a wind turbine design with a fixed platform. However, 30 s may be insufficient for floating offshore wind turbines (FOWT) because the platforms have lower natural frequencies, and the transient responses will last much longer. In this paper, an initial condition application algorithm is implemented for Wind Hydro, and the appropriate dummy simulation time is investigated based on a series of dynamic simulations of a FOWT. As a result, it is found that more than 300 s is required for the platform to have stationary motion after the initial transient responses for the FOWT under the conditions considered.
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      The IEC standard for onshore or offshore wind turbines requires additional dummy simulations (at least 5 s) for the transient responses due to initial conditions. An increase in the dummy time causes a considerable increase in the computational cost c...

      The IEC standard for onshore or offshore wind turbines requires additional dummy simulations (at least 5 s) for the transient responses due to initial conditions. An increase in the dummy time causes a considerable increase in the computational cost considering multiple design spirals with several thousand design load analysis cases. A time of 30 s is typically used in practical simulations for a wind turbine design with a fixed platform. However, 30 s may be insufficient for floating offshore wind turbines (FOWT) because the platforms have lower natural frequencies, and the transient responses will last much longer. In this paper, an initial condition application algorithm is implemented for Wind Hydro, and the appropriate dummy simulation time is investigated based on a series of dynamic simulations of a FOWT. As a result, it is found that more than 300 s is required for the platform to have stationary motion after the initial transient responses for the FOWT under the conditions considered.

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      참고문헌 (Reference)

      1 International Electrotechnical Commission (IEC), "Wind Turbines-Part3 : Design Requirements for Offshore Wind Turbines"

      2 International Electrotechnical Commission (IEC), "Wind Turbines-Part1 : Design Requirements"

      3 Haid, L, "Simulation Length Requirements in the Loads Analysis of Offshore Floating Wind Turbines" National Renewable Energy Laboratory 2013

      4 Bossanyi, E.A, "GH Bladed Theory Manual" Garrad Hassan and Partners Ltd 2007

      5 Jonkman, J, "FAST User’s Guide" National Renewable Energy Laboratory 2005

      6 Jonkman, J, "Definition of the Floating Sytem for Phase IV of OC3" National Renewable Energy Laboratory 2010

      7 Jonkman, J, "Definition of a 5-MW Reference Wind Turbine for Offshore System Development" National Renewable Energy Laboratory 2009

      8 Rim, C. W, "A Study on a Dynamics Simulation Program Development for Floating Wind Turbines" 2 (2): 30-37, 2011

      9 Lee, C. H, "A Parametric Generalized Coordinate Formulation For Multibody System Dynamics" 22 (22): 145-162, 2008

      1 International Electrotechnical Commission (IEC), "Wind Turbines-Part3 : Design Requirements for Offshore Wind Turbines"

      2 International Electrotechnical Commission (IEC), "Wind Turbines-Part1 : Design Requirements"

      3 Haid, L, "Simulation Length Requirements in the Loads Analysis of Offshore Floating Wind Turbines" National Renewable Energy Laboratory 2013

      4 Bossanyi, E.A, "GH Bladed Theory Manual" Garrad Hassan and Partners Ltd 2007

      5 Jonkman, J, "FAST User’s Guide" National Renewable Energy Laboratory 2005

      6 Jonkman, J, "Definition of the Floating Sytem for Phase IV of OC3" National Renewable Energy Laboratory 2010

      7 Jonkman, J, "Definition of a 5-MW Reference Wind Turbine for Offshore System Development" National Renewable Energy Laboratory 2009

      8 Rim, C. W, "A Study on a Dynamics Simulation Program Development for Floating Wind Turbines" 2 (2): 30-37, 2011

      9 Lee, C. H, "A Parametric Generalized Coordinate Formulation For Multibody System Dynamics" 22 (22): 145-162, 2008

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 계속평가 신청대상 (등재유지)
      2018-01-01 평가 우수등재학술지 선정 (계속평가)
      2015-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2004-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2003-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2001-07-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.36 0.36 0.3
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.29 0.28 0.548 0.03
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