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      소형 수직축 풍력발전기의 내진검증 해석 = Seismic Qualification Analysis of a Vertical-Axis Wind Turbine

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      다국어 초록 (Multilingual Abstract)

      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 deve...

      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.

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      목차 (Table of Contents)

      • ABSTRACT
      • 1. 서론
      • 2. 내진해석
      • 3. 결과 검토 및 결론
      • REFERENCES
      • ABSTRACT
      • 1. 서론
      • 2. 내진해석
      • 3. 결과 검토 및 결론
      • REFERENCES
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      참고문헌 (Reference)

      1 한상환, "다양한 SDC와 높이를 갖는 철골 중간모멘트 골조의 내진성능평가" 대한건축학회 31 (31): 27-34, 2015

      2 "Selected Problems for ANSYS Users"

      3 "SEI/ASCE 7-02 Standard, Minimum Design Loads for Buildings and Other Structures"

      4 Midorikawa, M., "Performance-Based Seismic Design Code for Buildings in Japan" 4 (4): 15-25, 2003

      5 "KS C IEC 61400-2: 2014, Wind Turbines - Part 2: Small Wind Turbines"

      6 "KS C IEC 61400-1: 2013, Wind Turbines - Part 1: Design Requirements"

      7 "KBC 2009: Korean Building Code Structural, – Korean Ministry of Land, Infrastructure and Transportation"

      8 "IEC 61400-2: 2006, Wind Turbines - Part 2: Design Requirements for Small Wind Turbines"

      9 "IEC 61400-1: 2005, Wind Turbines - Part 1: Design Requirements"

      10 Bruneau, M., "Dynamics of Civil Engineering Structures" 24 (24): 847-, 1997

      1 한상환, "다양한 SDC와 높이를 갖는 철골 중간모멘트 골조의 내진성능평가" 대한건축학회 31 (31): 27-34, 2015

      2 "Selected Problems for ANSYS Users"

      3 "SEI/ASCE 7-02 Standard, Minimum Design Loads for Buildings and Other Structures"

      4 Midorikawa, M., "Performance-Based Seismic Design Code for Buildings in Japan" 4 (4): 15-25, 2003

      5 "KS C IEC 61400-2: 2014, Wind Turbines - Part 2: Small Wind Turbines"

      6 "KS C IEC 61400-1: 2013, Wind Turbines - Part 1: Design Requirements"

      7 "KBC 2009: Korean Building Code Structural, – Korean Ministry of Land, Infrastructure and Transportation"

      8 "IEC 61400-2: 2006, Wind Turbines - Part 2: Design Requirements for Small Wind Turbines"

      9 "IEC 61400-1: 2005, Wind Turbines - Part 1: Design Requirements"

      10 Bruneau, M., "Dynamics of Civil Engineering Structures" 24 (24): 847-, 1997

      11 Jeong, S. H., "Comparison of Provisions for Seismic Analysis Methods in ASCE 710 and KBC 2009" 251-262, 2011

      12 Fragiadakis, M., "An Overview to Structural Seismic Design Optimization Frameworks" 89 (89): 1155-1165, 2011

      13 Won, J. B., "A Study on Vibration Characteristics of the 1.5 MW Wind Turbine under Earthquake" 2008

      14 Nakashima, M., "A Partial View of Japanese Post-Kobe Seismic Design and Construction Practices" 4 (4): 3-13, 2003

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2026 평가예정 재인증평가 신청대상 (재인증)
      2020-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2017-01-01 평가 등재학술지 유지 (계속평가) KCI등재
      2013-01-01 평가 등재 1차 FAIL (등재유지) KCI등재
      2010-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2009-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2008-01-01 평가 등재후보 1차 FAIL (등재후보1차) KCI등재후보
      2007-01-01 평가 등재후보학술지 유지 (등재후보1차) KCI등재후보
      2005-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.77 0.77 0.62
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.53 0.47 0.441 0.13
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