• 한국항행학회논문지
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• 제18권3호
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• pp.201-208
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• 2014

선박의 다양화와 부두의 제한성으로 인하여 수심이 얕은 수역이나 협소한 부두에 접안 시 소형계류시설 및 부유체를 이용하여 해상 공간을 활용하고 있다. 이를 통하여 다양한 장소에서 접안이 가능하며 나아가 상당한 비용절감 효과를 가질 수 있다. 그러나 소형계류 및 부유체를 활용한 선박의 접안 시 파랑에 의해 부유체와 선박간 충격이 발생할 수 있고 이러한 충격이 대형사고로 발생할 수 있는 위험이 상존함에 따라 계류재 및 부유체의 파랑에 의한 움직임 예측과 분석이 필요하다. 본 연구에서는 계류재 및 부유체 운동해석을 위한 3차원 운동 정보와 가속도를 목포해양대 요트계류시설에서 측정함으로써 거동 특성에 대한 기초 자료를 제공하는 계측시스템을 개발하였고, 이 시스템의 구성 및 원리 등에 대하여 설명하고자 한다.

• 해양환경안전학회지
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• 제22권6호
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• pp.639-646
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• 2016

본 연구에서는 울산항 위험물 취급부두의 선박 크기별로 부두 운용 기준을 개선하기 위하여 각 선사의 자체안전관리계획서와 국내외 기준을 고려하고 환경외력에 취약한 4개 부두의 계류안전성평가 결과를 분석하여 하역중단기준과 긴급이안기준을 제안하였다. 선박의 풍압면적이 작고, 파고에 따른 동요량이 큰 것으로 분석되어 10,000톤 이하의 선박은 풍속 18~21 m/s, 파고 1.0~1.5 m, 10,000~50,000톤의 선박은 풍속 17~20 m/s, 파고 1.2~1.5 m로 제안한다. 또한, 선박의 풍압면적이 크고, 선박 자체의 무게가 무거워 동요량은 적은 것으로 분석되어 50,000~100,000톤의 선박은 풍속 15~19 m/s, 파고 1.5 m, 100,000톤 이상의 선박은 풍속 14~18 m/s, 파고 1.5 m로 제안한다. 본 연구는 항만의 특성을 고려하여 부두운용기준을 실증적으로 제안하고 선박 운항자 중심의 항만 개발을 독려하였다는 데 그 가치가 있다.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2013년도 추계학술대회
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• pp.165-166
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• 2013

선박의 다양화와 부두의 제한성으로 인하여 수심이 얕은 수역이나 협소한 부두에 접안 시 소형계류시설 및 부유체를 이용하여 해상 공간을 활용하고 있다. 이를 통하여 다양한 장소에서 접안이 가능하며 나아가 상당한 비용절감 효과를 가질 수 있다. 그러나 소형계류 및 부유체를 활용한 선박의 접안 시 파랑에 의해 부유체와 선박간 충격이 발생할 수 있고 이러한 충격이 대형사고로 발생할 수 있는 위험이 상존함에 따라 계류재 및 부유체의 파랑에 의한 움직임 예측과 분석이 필요하다. 본 연구에서는 계류재 및 부유체 운동해석을 위한 3차원 운동 정보와 가속도를 측정함으로써 거동 특성에 대한 기초 자료를 제공하는 계측시스템을 개발하였고, 이 시스템의 구성 및 원리 등에 대하여 소개하고자 한다.

• Journal of Advanced Research in Ocean Engineering
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• 제4권1호
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• pp.35-46
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• 2018

In this paper, safety analysis of the process of installing offshore structures such as manifolds and jacket-type substructures using floating cranes and barges in waves is performed. The safety analysis consists of three components. First, the dynamic responses of the offshore structure, cranes, and barge, all of which are moored and connected using wire ropes, are analyzed. Second, tensions in the wire ropes connecting the cranes and the offshore structures are calculated. Finally, any collision between the offshore structure and the cranes or the barge that transports the offshore structure is detected. Equations of motion of the offshore structure, cranes, and barge are formulated based on multibody dynamics, as well as considering the hydrostatic, hydrodynamic, and mooring forces. Additionally, proportional-derivative control of the tagline between the cranes and the offshore structure is performed to verify the safety of the installation process, as well as for reducing the dynamic response and collisions among them.

• 해양환경안전학회지
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• 제17권4호
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• pp.323-329
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• 2011

본 연구는 최대의 효과를 달성하기 위하여 정수 계획법을 이용하여 주어진 자연조건하에서 여러 대안 후보 입지 중 최적의 요트 계류장을 결정 하기위한 문제이다. 목포시 인근의 4개의 요트 계류장 후보지 중 최적의 후보지를 선정하기 위하여 21개의 요소들이 각각의 후보지들에 대하여 분석된다. 총 21개 요소들 중 개발 기간과 초기 투자비용은 다음 요소들에 비해서 1.5배의 가중치를 갖는다. 가중치 선형모델 분석 결과 네 곳의 후보지중 평화광장 수역이 가장 합리적인 장소로 선정되었다. 본 논문에서 소개된 모델은 지금까지 요트 계류장 선정 시 적용된 적이 없는 새로운 방법이다. 본 논문은 가장 합리적인 위치를 결정하는데 공헌할 뿐만 아니라 마리나 관련된 다른 분야에도 응용 적용가능하다.

• 한국해양공학회지
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• 제19권5호
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• pp.16-25
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• 2005

The effect of vertical riser support system on the dynamic behaviour of a classical spar platform is investigated. Spar platform generally uses buoyancy-can riser support system, but as water depth gets deeper the alternative riser support system is required due to safety and cost issues. The alternative riser support system is to hang risers off the spar platform using pneumatic cylinders rather than the buoyancy-can. The existing numerical model for hull/mooring/riser coupled dynamics analysis treats riser as an elastic rod truncated at the keel (truncated riser model), thus, in this model, the effect of riser support system can not be modeled correctly. Due to this reason, the truncated riser model tends to overestimate the spar pitch and heave motion. To evaluate more realistic global spar motion, mechanical coupling among risers, guide frames and support cylinders inside of spar moon-pool should be modeled. In the newly developed model, the risers are extended through the moon-pool by using nonlinear finite element methods with realistic boundary condition at multiple guide frames. In the simulation, the vertical tension from pneumatic cylinders is modeled by using ideal-gas equation and the vertical tension from buoyancy-cans is modeled as constant top tension. The different dynamic characteristics between buoyancy-can riser support system and pneumatic riser support system are extensively studied. The alternative riser support system tends to increase spar heave motion and needs damper system to reduce the spar heave motion.

• 한국산업융합학회 논문집
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• 제27권3호
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• pp.609-618
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• 2024

System reliability prediction in the development stage is increasingly crucial to reliability growth management to satisfy its target reliability, since modern system usually takes a form of complex composition and various complicated functions. In most cases of development stage, however, the information available for system reliability prediction is very limited, making it difficult to predict system reliability more precisely as in the production and operating stages. In this study, a system reliability prediction process is considered when the reliability-related information such as SIL (Safety Integrity Level) and MTTFd (Mean Time to Dangerous Failure) is available in the development stage. It is suggested that when the SIL or MTTFd of a system component is known and the field operational data of similar system is given, the reliability prediction could be performed using the scaling factor for the SIL or MTTFd value of the component based on the similar system's field operational data analysis. Predicting a system reliability is then adjusted with the conversion factor reflecting the temperature condition of the environment in which the system actually operates. Finally, the case of applying the proposed system reliability prediction process to a high performance mooring platform is dealt with.

• 한국해양공학회지
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• 제23권1호
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• pp.104-108
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• 2009

As the demands of ocean resource development increase, many offshore structures are required. To cope with the active ocean developments, many types of construction methods have been applied for offshore facilities, including oil, gas and harbors. One of the challenges is to transport and install the heave bridge caisson. Several construction methods are well understood. However, for the sake of safety and reliability, the F/D installation method can be utilized. While the caisson is carried by an F/D, the mooring force of the tug boat and the structure stability from exiting motions in the dock should be checked against external loadings and sea conditions. The external loads can be classified with wind force, current force, and wave force. In the stability analysis, transportation velocity and draft of F/D are important factors. The dynamic stability and hook load for crane barge installation for the same caisson are also studied. Considering external loads and dominant factors, the stability of caisson during transportation has been investigated.

• Ocean Systems Engineering
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• 제8권3호
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• pp.247-279
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• 2018

This study aims to investigate the behavioral characteristics of the LWSCR (lazy-wave steel catenary riser) for a turret-moored FPSO (Floating Production Storage Offloading) by using fully-coupled hull-mooring-riser dynamic simulation program in time domain. In particular, the effects of initial geometric profile on the global performance and structural behavior are investigated in depth to have an insight for optimal design. In this regard, a systematic parametric study with varying the initial curvature of sag and arch bend and initial position of touch down point (TDP) is conducted for 100-yr wind-wave-current (WWC) hurricane condition. The FPSO motions, riser dynamics, constituent structural stress results, accumulated fatigue damage of the LWSCR are presented and analyzed to draw a general trend of the relationship between the LWSCR geometric parameters and the resulting dynamic/structural performance. According to this study, the initial curvature of the sag and arch bend plays an important role in absorbing transferred platform motions, while the position of TDP mainly affects the change of static-stress level.

• Ocean Systems Engineering
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• 제5권4호
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• pp.279-299
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• 2015

Suction anchors are widely adopted and play an important role in mooring systems. However, how to reliably predict the failure mode and ultimate pullout capacity of the anchor in sand, especially by an easy-to-use theoretical method, is still a great challenge. Existing methods for predicting the inclined pullout capacity of suction anchors in sand are mainly based on experiments or finite element analysis. In the present work, based on a rational mechanical model for suction anchors and the failure mechanism of the anchor in the seabed, an analytical model is developed which can predict the failure mode and ultimate pullout capacity of suction anchors in sand under inclined loading. Detailed parametric analysis is performed to explore the effects of different parameters on the failure mode and ultimate pullout capacity of the anchor. To examine the present model, the results from experiments and finite element analysis are employed to compare with the theoretical predictions, and a general agreement is obtained. An analytical method that can evaluate the optimal position of the attachment point is also proposed in the present study. The present work demonstrates that the failure mode and pullout capacity of suction anchors in sand can be easily and reasonably predicted by the theoretical model, which might be a useful supplement to the experimental and numerical methods in analyzing the behavior of suction anchors.