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      KCI등재후보 SCIE SCOPUS

      Peak mooring forces in the horizontal interlaced multi-layered moored floating pipe breakwater

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      https://www.riss.kr/link?id=A100903419

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      다국어 초록 (Multilingual Abstract)

      Present study aims to investigate the influence of relative breakwater width W/L (W=width of breakwater, L=wavelength), wave steepness $H_i/gT^2$ (Hi=incident wave height, T=wave period) and relative wave height d/W (d=water depth) on forces in the mo...

      Present study aims to investigate the influence of relative breakwater width W/L (W=width of breakwater, L=wavelength), wave steepness $H_i/gT^2$ (Hi=incident wave height, T=wave period) and relative wave height d/W (d=water depth) on forces in the moorings of horizontal interlaced multi-layered moored floating pipe breakwater (HIMMFPB) model. Studies were conducted on scaled down physical models having three layers of Poly Vinyl Chloride (PVC) pipes, wave steepness $H_i/gT^2$ varying from 0.063 to 0.849, relative width W/L varying from 0.4 to 2.65 and relative spacing S/D=2 (S=horizontal centre-to-centre spacing of pipes, D=diameter of pipes). Peak mooring forces were also measured and data collected is analyzed by plotting non-dimensional graphs depicting variation of $f_s/{\gamma}W^2$ ($f_s$=Sea side Mooring force, ${\gamma}$=specific weight of water) & $f_l/{\gamma}W^2$ ($f_l$=Lee side Mooring force) with $H_i/gT^2$ for d/W varying from 0.082 to 0.276 and also variation of $f_s/{\gamma}W^2$ and $f_l/{\gamma}W^2$ with W/L for $H_i$/d varying from 0.06 to 0.400.

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      참고문헌 (Reference)

      1 Murali, K, "Performance of cage floating breakwater" 123 (123): 172-179, 1997

      2 Hegde, A.V, "Performance characteristics of horizontal interlaced multilayer moored floating pipe breakwater" 133 (133): 275-285, 2008

      3 Sannasiraj, S.A, "Mooring forces and motion response of pontoon-type floating breakwaters" 25 (25): 27-48, 1998

      4 Michael Isaacson, "Measurement of Regular Wave Reflection" 117 (117): 553-569, 1991

      5 Sundar, V, "Hydrodynamic characteristics of moored floating pipe breakwater in random waves" 217 (217): 95-110, 2003

      6 Bishop, T.C., "Floating tire breakwater design comparison" 108 (108): 421-426, 1982

      7 Chen, K, "Floating breakwaters for reservoir marinas" 1647-1666, 1970

      8 Brebner, A, "Floating Breakwaters" 1055-1094, 1968

      9 Mani, J.S, "Design of Y-frame floating breakwater" 117 (117): 105-119, 1991

      10 Harms, V.M., "Design criteria for floating tire breakwater" 106 (106): 149-170, 1979

      1 Murali, K, "Performance of cage floating breakwater" 123 (123): 172-179, 1997

      2 Hegde, A.V, "Performance characteristics of horizontal interlaced multilayer moored floating pipe breakwater" 133 (133): 275-285, 2008

      3 Sannasiraj, S.A, "Mooring forces and motion response of pontoon-type floating breakwaters" 25 (25): 27-48, 1998

      4 Michael Isaacson, "Measurement of Regular Wave Reflection" 117 (117): 553-569, 1991

      5 Sundar, V, "Hydrodynamic characteristics of moored floating pipe breakwater in random waves" 217 (217): 95-110, 2003

      6 Bishop, T.C., "Floating tire breakwater design comparison" 108 (108): 421-426, 1982

      7 Chen, K, "Floating breakwaters for reservoir marinas" 1647-1666, 1970

      8 Brebner, A, "Floating Breakwaters" 1055-1094, 1968

      9 Mani, J.S, "Design of Y-frame floating breakwater" 117 (117): 105-119, 1991

      10 Harms, V.M., "Design criteria for floating tire breakwater" 106 (106): 149-170, 1979

      11 Harris, A.J, "A Floating breakwater" 1049-1054, 1968

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2013-10-01 평가 SCIE 등재 (등재유지) KCI등재
      2011-01-01 평가 등재후보학술지 유지 (기타) KCI등재후보
      2009-01-01 평가 SCIE 등재 (기타) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.56 0.18 0.54
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.49 0.47 0.475 0.04
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