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      KCI등재 SCIE SCOPUS

      A study on the optimal configuration of harbor structure under the combined loads

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      https://www.riss.kr/link?id=A104817397

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      다국어 초록 (Multilingual Abstract)

      Response of harbor structure to environmental loads such as wave load, impact load, ship’s contacting load, is a fundamental factor in designing of the structure’s optimal configuration. In this paper, typical environmental loads against coastal structures are investigated for designing of the optimal harbor structure. Loads to be considered here are wave load, impact load and contacting load due to ship mooring. Statistical analysis for several harbor structure types under the corresponding loads is carried out, followed by investigation of effect of individual environmental load. Based on these, the optimal configuration for the harbor structure is obtained after considerable engineering process. Estimation of contacting load of the ship is suggested using effective energy concepts for the load, and analysis of structural behavior is done for the optimal designing of the structure in the particular load. A guideline for the design process of the harbor structure is established, and safety of the structure is examined by proposed scheme. For verification of the analytical approach, various steel-piled coastal structures and caissons are chosen and relevant structural analyses are carried out using the Finite Element Methods combined with MIDAS/GTS and ANSYS code. It is found using the Morison equation that impact load cannot be a major load in the typical harbor structure compared with the original wave load, and that configuration shape of the structure may play an important role in consideration of the response criteria.
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      Response of harbor structure to environmental loads such as wave load, impact load, ship’s contacting load, is a fundamental factor in designing of the structure’s optimal configuration. In this paper, typical environmental loads against coastal ...

      Response of harbor structure to environmental loads such as wave load, impact load, ship’s contacting load, is a fundamental factor in designing of the structure’s optimal configuration. In this paper, typical environmental loads against coastal structures are investigated for designing of the optimal harbor structure. Loads to be considered here are wave load, impact load and contacting load due to ship mooring. Statistical analysis for several harbor structure types under the corresponding loads is carried out, followed by investigation of effect of individual environmental load. Based on these, the optimal configuration for the harbor structure is obtained after considerable engineering process. Estimation of contacting load of the ship is suggested using effective energy concepts for the load, and analysis of structural behavior is done for the optimal designing of the structure in the particular load. A guideline for the design process of the harbor structure is established, and safety of the structure is examined by proposed scheme. For verification of the analytical approach, various steel-piled coastal structures and caissons are chosen and relevant structural analyses are carried out using the Finite Element Methods combined with MIDAS/GTS and ANSYS code. It is found using the Morison equation that impact load cannot be a major load in the typical harbor structure compared with the original wave load, and that configuration shape of the structure may play an important role in consideration of the response criteria.

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      참고문헌 (Reference)

      1 Samsung Construction Co, "Technology for Construction of Harbor"

      2 Mansour, A.E., "Ship And Structures Congress" Elsevier 2003

      3 Goda, Y., "Randon Waves and Coastal Structures" Chungmungak 1991

      4 Isobe, E., "Outline of a VLFS research project in Japan" 2002

      5 SNAK, "Naval Architecture and Ocean Engineering" Dongmyungsa 2007

      6 MIDAS, "MIDAS/GTS, User’s Manual"

      7 Park, S.K., "Coastal Structures Design" Munwoondang 2001

      8 Ugural, "Advanced Strength and Applied Elasticity" Prentice Hall 2000

      9 ANSYS, "ANSYS 5.7, User’s Guide"

      10 Cho, K.N., "A study on the determination of wave load acting on offshore structures" 10 (10): 2000

      1 Samsung Construction Co, "Technology for Construction of Harbor"

      2 Mansour, A.E., "Ship And Structures Congress" Elsevier 2003

      3 Goda, Y., "Randon Waves and Coastal Structures" Chungmungak 1991

      4 Isobe, E., "Outline of a VLFS research project in Japan" 2002

      5 SNAK, "Naval Architecture and Ocean Engineering" Dongmyungsa 2007

      6 MIDAS, "MIDAS/GTS, User’s Manual"

      7 Park, S.K., "Coastal Structures Design" Munwoondang 2001

      8 Ugural, "Advanced Strength and Applied Elasticity" Prentice Hall 2000

      9 ANSYS, "ANSYS 5.7, User’s Guide"

      10 Cho, K.N., "A study on the determination of wave load acting on offshore structures" 10 (10): 2000

      11 Cho, K.N., "A study on the determination impact wave forces for design of offshore structures" 14 (14): 1996

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2022 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2021-12-01 평가 등재후보 탈락 (해외등재 학술지 평가)
      2020-12-01 평가 등재후보로 하락 (해외등재 학술지 평가) KCI등재후보
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-04-09 학회명변경 한글명 : (사)국제구조공학회 -> 국제구조공학회 KCI등재
      2007-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-06-16 학회명변경 영문명 : Ternational Association Of Structural Engineering And Mechanics -> International Association of Structural Engineering And Mechanics KCI등재
      2005-05-26 학술지명변경 한글명 : 국제구조계산역학지 -> Structural Engineering and Mechanics, An Int'l Journal KCI등재
      2005-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2002-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1999-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 1.12 0.62 0.94
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.79 0.68 0.453 0.33
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