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      KCI등재

      Wave Force Analysis of the Three Vertical Cylinders in Water Waves

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      https://www.riss.kr/link?id=A104221122

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      다국어 초록 (Multilingual Abstract)

      The diffraction of waves by three bottom‐fixed vertical circular cylinders is investigated by using the boundary element method. This method has been successfully applied to the isolated vertical circular cylinder and now is used to study the inter...

      The diffraction of waves by three bottom‐fixed vertical circular cylinders is investigated by using the boundary element method.
      This method has been successfully applied to the isolated vertical circular cylinder and now is used to study the interaction between waves
      and multiple vertical cylinders. In this paper, a numerical analysis by the boundary element method is developed by the linear potential
      theory. The numerical analysis by the boundary element method is based on Green’s second theorem and introduced to an integral
      equation for the fluid velocity potential around the vertical circular cylinders. To verify this method, the results obtained in present study
      are compared with the results computed by the multiple scattering method. The results of the comparisons show strong agreement. Also
      in this paper, several numerical examples are given to illustrate the effects of various parameters on the wave‐exciting force such as
      the separation distance, the wave number and the incident wave angle. This numerical computation method might be used broadly for
      the design of various offshore structures to be constructed in the future.

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      다국어 초록 (Multilingual Abstract)

      The diffraction of waves by three bottom‐fixed vertical circular cylinders is investigated by using the boundary element method. This method has been successfully applied to the isolated vertical circular cylinder and now is used to study the intera...

      The diffraction of waves by three bottom‐fixed vertical circular cylinders is investigated by using the boundary element method.
      This method has been successfully applied to the isolated vertical circular cylinder and now is used to study the interaction between waves
      and multiple vertical cylinders. In this paper, a numerical analysis by the boundary element method is developed by the linear potential
      theory. The numerical analysis by the boundary element method is based on Green’s second theorem and introduced to an integral
      equation for the fluid velocity potential around the vertical circular cylinders. To verify this method, the results obtained in present study
      are compared with the results computed by the multiple scattering method. The results of the comparisons show strong agreement. Also
      in this paper, several numerical examples are given to illustrate the effects of various parameters on the wave‐exciting force such as
      the separation distance, the wave number and the incident wave angle. This numerical computation method might be used broadly for
      the design of various offshore structures to be constructed in the future.

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      참고문헌 (Reference)

      1 MacCamy, R. C., "Wave forces on piles: a diffraction theory" (69) : 1954

      2 Chakrabarti, S. K., "Wave forces on multiple vertical cylinders" 104 (104): 147-161, 1978

      3 Han, K. M., "Wave forces on groups of vertical circular cylinders" 8 (8): 17-26, 1995

      4 김남형, "Wave Force Analysis of the Two Vertical Cylinders by Boundary Element Method" 대한토목학회 12 (12): 359-366, 2008

      5 Williams, A. N., "Water wave interaction with an array of bottom‐mounted surfacepiercing porous cylinder" 27 (27): 841-866, 2000

      6 Linton, C. M., "The interaction of waves with arrays of vertical circular cylinders" 46 : 549-569, 1990

      7 Kim, M. H., "Interaction of waves with N vertical circular cylinders" 119 (119): 671-689, 1992

      8 Spring, B. H., "Interaction of plane waves with vertical cylinders" 1828-1847, 1974

      9 Kagemoto, H., "Interaction among multiple three‐dimensional bodies in water waves" 166 : 189-209, 1986

      10 Chakrabarti, S. K., "Hydrodynamic interaction forces on multi‐moduled structures" 27 (27): 1037-1063, 2000

      1 MacCamy, R. C., "Wave forces on piles: a diffraction theory" (69) : 1954

      2 Chakrabarti, S. K., "Wave forces on multiple vertical cylinders" 104 (104): 147-161, 1978

      3 Han, K. M., "Wave forces on groups of vertical circular cylinders" 8 (8): 17-26, 1995

      4 김남형, "Wave Force Analysis of the Two Vertical Cylinders by Boundary Element Method" 대한토목학회 12 (12): 359-366, 2008

      5 Williams, A. N., "Water wave interaction with an array of bottom‐mounted surfacepiercing porous cylinder" 27 (27): 841-866, 2000

      6 Linton, C. M., "The interaction of waves with arrays of vertical circular cylinders" 46 : 549-569, 1990

      7 Kim, M. H., "Interaction of waves with N vertical circular cylinders" 119 (119): 671-689, 1992

      8 Spring, B. H., "Interaction of plane waves with vertical cylinders" 1828-1847, 1974

      9 Kagemoto, H., "Interaction among multiple three‐dimensional bodies in water waves" 166 : 189-209, 1986

      10 Chakrabarti, S. K., "Hydrodynamic interaction forces on multi‐moduled structures" 27 (27): 1037-1063, 2000

      11 Xianchu, Z., "Hydrodynamic interaction between two vertical cylinders in water waves" 18 (18): 1997

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      공동연구자 (7)

      유사연구자 (20) 활용도상위20명

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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 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2006-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2003-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2001-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.52 0.52 0.48
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.44 0.4 0.685 0.16
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