• Title/Summary/Keyword: 해양 구조요소

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A Study on Trends of Technologies for Maritime Safety (신개념 해양안전기술)

  • Lee, Jong-Gap;Kim, Hong-Tae
    • Journal of Korea Ship Safrty Technology Authority
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    • no.7 s.25
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    • pp.39-46
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    • 2008
  • 국제교역의 확대에 따라 선박을 통한 물동량의 증가와 이에 따른 선박의 고속화/대형화, 해양자원 개발 및 공간 활용을 위한 해양구조물의 증가와 대형화, 삶의 수준 향상에 따른 해양 관광 및 레저 활동이 급격히 증가하고 있으며 대형 해양사고의 위험도 급격히 증가하고 있다. 아울러, 인류의 미래 삶의 터전인 해양환경 및 자원의 보전을 위한 전 지구적인 요구도 증가하고 있으며, 국제해사기구(IMO) 등 국제기구를 통한 안전 및 환경보호를 위한 규제가 지속적으로 강화하고 되고 있다. 그러나 이러한 국제기구 및 관련 국가들의 지속적인 노력에도 불구하고 대형 해상사고가 지속적으로 발생하고 있으며, 그 피해도 대형화되고 있다. 본 논문에서는 지속적으로 강화되는 안전 및 환경보호에 대한 국제적인 요구에 효율적으로 대응 하고 우리나라 해양 산업의 미래경쟁력 강화를 위한 수단으로서 위해도 기반(risk-based), 정보 통신기술 기반 (ICT- based), 인적요소 (human element)를 기반으로 한 새로운 개념의 해양안전 기술의 기본개념 및 핵심기술요소를 정의하고 이를 확보하기 위한 방안을 제안하였다.

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쇄파파력 결정을 위한 수치해석

  • 심재설;전인식;이홍식
    • Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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    • 1998.09a
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    • pp.100-105
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    • 1998
  • 해양구조물의 연직 원형파일에 작용하는 파력은 주로 항력과 관성력의 합으로 표시되는 Morison 식을 이용하여 결정하여 왔다. 그러나 Morison 식은 대칭형상을 유지하며 비교적 완만히 변화하는 파에 대해서 적용이 가능하다. 구조물 부재에 쇄파가 작용할 경우, 쇄파파력은 항력과 관성력에 추가하여 강한 충격쇄파력을 포함하게 된다. 본 연구는 임의 이차원 경사해빈에서 경계요소법을 적용하여 쇄파 내부점들의 수립자 속도 및 가속도를 계산하고, 이들을 이용하여 쇄파에 의한 쇄파파력을 계산하기 위한 모델기법을 수립한다.(중략)

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A Study on the Effective Safety Management Measures for the Prevention of Marine Accidents (해양사고 방지를 위한 효율적 안전관리 방안)

  • Chang, In-Shik
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.15 no.1
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    • pp.33-39
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    • 2009
  • The 21st century is often referred to as maritime age. The sea is a rich repository of natural resources, comfort shelters and the hopes and dreams of human being. But there is always possibility of disaster as well as hopes and dreams. Although there have been many advances in the ship building technology, the risk of accidents is on the increase due to the increase of maritime traffic and the revitalization of marine leisure. I like to refer to the systematic search and rescue system for the rapid response by analyzing recent marine accidents. For the safe navigation, it is necessary to establish institutional systems such as ship technology, navigation equipments, excellent human resources, traffic control, etc. and navigation components also have to be well organized each other. It is also necessary to build a prompt accident management system. The search and rescue system for the rapid response and the way of reducing the incidence of marine accidents were reviewed through the analysis of recent marine accidents.

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플로팅 구조물 주각부의 유한요소 해석

  • Song, Hwa-Cheol;Kim, Se-Cheol
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2012.10a
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    • pp.282-284
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    • 2012
  • 해양플랜트의 관심의 증가로 사업의 수요가 많아지고 플랜트 사업이 활발해지고 있다. 플로팅구조물의 상부구조물과 하부구조물간의 발생 할 수 있는 집중응력으로 인한 구조적인 문제를 제기하며, 이 문제를 해결할 수 있는 효율적인 전이보시스템을 제안한다. 전이보시스템이 주각부에 발생하는 집중하중을 분산시키는 효과가 있는지 유한요소 프로그램인 ABAQUS를 통해 구조해석을 수행한다.

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A Study on the Behavior of Cross Beams in Two-I girder steel bridges (2개의 거더가 적용된 강플레이트 거더교의 가로보 거동에 관한 연구)

  • Kyung, Kab Soo;Kwon, Soon Chole;Park, Kyung Jin;Jeon, Jun Chang
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.26 no.3A
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    • pp.523-532
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    • 2006
  • It is thought that the suggestion of efficient and rational design guideline based on the behavior evaluation of bridge structure system the included cross beam is necessary for the construction efficiency of two-I girder steel bridges. Therefore, in this study, the effects of influence parameters are investigated by the behavior analyses of the bridges, in which the influence parameters are location, spacing and rigidity of the cross beam. For this study, the existed two-I girder steel bridges firstly were selected with the model of case study and the FE analyses for some case models were performed to estimate the action of the cross beam in the bridge. From the analyses, it was estimated that if it consider local stress and load distribution of a floor system, shell and solid elements are compatible to modeling of the cross beams. Also, the efficient design guideline for the cross beam of two-I girder steel bridge was suggested from parameter studies used location, spacing and rigidity of the cross beam.

Parametric Study of K-Joint Offshore Structure (해양 구조물의 K-Joint 특성 연구)

  • Jo, Chul-Hee;Park, Kwan-Kyu;Im, Sung-Woo;Kim, Jun-Yong
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.20 no.1
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    • pp.51-56
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    • 2007
  • The K-joint is one of the commonly applied element in offshore structures. Due to its structural configuration, the stress concentration occurs in the joint. Considering the important effect to the structural safety and the design optimization, a design guideline is strongly required. The main variables determining the configuration of K-joint including ${\alpha},\;{\beta},\;{\gamma},\;{\tau}$ and ${\theta}$ are closely investigated to find the individual effect to the Stress to K-joint. The maximum Stress of joint has been differed as per the variation of parameters. The parametric study has been numerically carried out and compare with the experimental data.

경인 연안VTS 관제(예정)구역 항행 위해 요소 분석

  • Jeong, Cho-Yeong;Jeong, Jae-Yong
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2013.10a
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    • pp.209-211
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    • 2013
  • 해양사고 예방에 대해 연안 해역이 취약함에 착안하여 서남해안을 중심으로 연안 해상교통관제서비스(연안VTS) 시스템이 설치되고 있다. 인천, 평택, 대산항이 밀집되어 있는 경인 지역은 복잡한 해안 구조와 교통량이 많아 허베이스피리트호 사건과 같이 대형 해양사고에 취약한 지역으로서 안전관리를 위해 경인 연안VTS가 2017년 개국될 예정이다. 관제서비스 제공의 품질을 향상하기 위하여, 경인 연안VTS 관제구역을 설정해 보고, 교통여건, 해상교통량, 해상교통흐름 및 해양사고 현황을 조사하여 항행 위해 요소를 분석해 보았다.

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Finite Element Dynamic Analysis of a Vertical Pile by Wave and Tidal Current (파도와 조류에 의한 수직 파일의 유한요소 동적거동 해석)

  • 박문식
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.17 no.2
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    • pp.183-192
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    • 2004
  • New dynamic analysis procedures lot the vertically drilled sea water pile are suggested and demonstrated by the typical design Problem. Pile structure submerged in the sea water as well as forces by the ocean waves and tidal currents are modeled and formulated by finite element method. To obtain wave forces for the finite element equation, Airy's wave theory is tested and selected among others. Lateral lifting forces induced by the vortex shedding of current flow is simply based on the harmonic function with the Strouhal frequency and lifting coefficient. Natural frequencies and frequency responses for the pile are calculated by NASTRAN using the results of the formulation. Dynamic displacement and stress results obtained by these procedures are shown to be applicable to predict the dynamic behaviors of the ocean pile by the wave and lifting forces as a preliminary design analysis.

Ship Collision Analysis of Structures (구조물의 선박충돌 해석)

  • Lee, Seong-Lo;Bae, Yong-Gwi;Lee, Gye-Hee
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.10 no.4
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    • pp.87-96
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    • 2006
  • A ship collision analysis by finite element method is performed considering the effects of mass and speed of ship and material and shape of structures to analyze the dynamic characteristics by ship collision. From this analysis, collision load-time history and damage of ship and structures are obtained. In this study, results of finite element analysis are compared with previous studies in USA, Japan and some countries of Europe. Dynamic characteristics are different from each other according to interaction between ship and structures. It seems that there are lots of factor to have effects on the ship-structures interaction. Because little information is available on the behavior of the inelastic deformation of materials and structures during the type of dynamic impacts associated with vessel impact, assumptions based on experience and sound engineering practice should be substituted. Therefore more researches on the interaction between ship and structures are required.

Parametric Study on Effect of Floating Breakwater for Offshore Photovoltaic System in Waves (해상태양광 구조물용 부유식 방파제의 파랑저감성능 평가)

  • Kim, Hyun-Sung;Kim, Byoung Wan;Lee, Kangsu
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.35 no.2
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    • pp.109-117
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    • 2022
  • There has been an increasing number of studies on photovoltaic energy generation system in an offshore site with the largest energy generation efficiency, as increasing the researches and developments of renewable energies for use of offshore space and resources to replace existing fossil fuels and resolve environmental challenges. For installation and operation of floating photovoltaic systems in an offshore site with harsher environmental conditions, a stiffness of structural members comprising the total system must be reinforced to inland water spaces as dams, reservoirs etc., which have relatively weak condition. However, there are various limitations for the reinforcement of structural stiffness of the system, including producible size, total mass of the system, economic efficiency, etc. Thus, in this study, a floating breakwater is considered for reducing wave loads on the system and minimizing the reinforcement of the structural members. Wave reduction performances of floating breakwaters are evaluated, considering size and distance to the system. The wave loads on the system are evaluated using the higher-order boundary element method (HOBEM), considering the multi-body effect of buoys. Stresses on structural members are assessed by coupled analyses using the finite element method (FEM), considering the wave loads and hydrodynamic characteristics. As the maximum stresses on each of the cases are reviewed and compared, the effect of floating breakwater for floating photovoltaic system is checked, and it is confirmed that the size of breakwater has a significant effect on structural responses of the system.