• 한국산업정보학회논문지
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• 제23권4호
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• pp.33-40
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• 2018

컴퓨터와 영상기술의 발달로 디지털 미디어의 제공방법이 다양해지고 이에 관한 관심이 커짐에 따라 많은 콘텐츠가 제작되고 있다. 이 콘텐츠들은 카메라나 컨트롤러를 통해 인체의 움직임과 사용자 정보를 활용하기 위한 연구가 활발하게 이루어지고 있다. 사용자의 정보를 이용한 콘텐츠는 공공장소에서 다양한 사람들에게 노출되어 광고로 사용 될 수 있다. 본 논문에서 사용자의 키 정보와 움직임 정보를 사용하여 구현되는 캐릭터 플로팅 홀로그램 시스템을 제안한다. 시스템은 깊이 영상에서 사용자의 키와 움직임을 감지하고 이 정보를 토대로 캐릭터를 생성한다. 생성된 캐릭터는 플로팅 홀로그램 디바이스를 이용하여 표현된다. 이 시스템은 사용자 정보를 이용한 마케팅, 광고 및 전시에서 사용될 수 있다.

• 대한조선학회논문집
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• 제56권5호
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• pp.396-409
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• 2019

In this paper, a comparative study on the radiation techniques for the motion analysis of the three dimensional floating structure with the forward speed was carried out. The Sommerfeld radiation condition, the damping technique, and the point shift technique were used for the comparative study. Radiated wave patterns and hydrodynamic coefficients of the heave motion of floating structure with the forward speed were compared and analyzed. The characteristics and limitations of each radiation technique were analyzed through the calculation results. To overcome the limitations of conventional radiation techniques, the hybrid radiation technique combining the Sommerfeld radiation condition with the damping technique was proposed. It is confirmed that the proposed method, the Hybrid radiation technique, improves the limitation of the speed range and the dissipation of the wave of the conventional radiation technique. The motion analysis code of the three dimensional floating structure with the forward speed based on the Rankine source method with hybrid radiation technique was developed. In order to validate the developed code, hydrodynamic analyses were carried and compared with published experiments.

• 한국전산유체공학회지
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• 제20권1호
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• pp.1-9
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• 2015

A developed code is applied to simulate relative motion of floating bodies in a side-by-side arrangement, including effects of a fender and a hawser. The developed code is based on the flux-difference splitting scheme for immiscible incompressible fluids and the hybrid Cartesian/immersed boundary method. To validate the developed code for free surface flows around deforming boundaries, the water wave generation is simulated, which is caused by bed movement. The computed wave profile and time histories of wave elevation are compared with other experimental and computational results. The effects of a fender and a hawser are modeled by asymmetric force acting on the floating bodies according to a relative displacement with the bounds, in which the fender and the hawser exert no force on the bodies. It has been observed that the floating body can be accelerated by a gap flow due to a phase difference caused by the free surface. Grid independency is established for the computed time history of the body velocity, based on three different size grids.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2018년도 추계학술대회
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• pp.328-330
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• 2018

태양 에너지를 전기 에너지로 변환시키는 장치가 설치된 해상 부유체는 파도에 의해서 운동한다. 해상 부유체의 안전성을 평가하기 위해서는 부유체 운동의 측정과 해석이 필요한데, 일반적으로 6자유도 운동을 이용한다. 6자유도 운동은 저전력, 소형, 저가의 특징을 갖고 있는 MEMS(Micro-Electro Mechanical System)를 이용하여 측정할 수 있다. 문제는 MEMS의 낮은 정밀도이다. 본 연구에서는 이러한 MEMS를 이용한 해상 태양광 부유체의 거동을 측정하고, 측정한 거동을 이용한 안전성 평가 기법에 관하여 검토하였다. 연구결과 3축의 가속도계와 3축의 자이로스코프를 이용한 관성 측정 플랫폼을 통해서 해상 부유체의 모델링과 안전성 평가가 가능함을 알았다.

• 한국해양공학회지
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• 제33권4호
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• pp.322-329
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• 2019

The magnitude of the roll motion of a floating structure depends on the roll damping acting on the body. In other words, the roll damping of a floating structure must be accurately obtained in order to precisely evaluate the roll motion. Various methods are used to evaluate the roll damping of a floating structure, such as the linear potential theory, computational fluid dynamics (CFD), and model tests. However, it is difficult to evaluate the roll motion of a floating structure with appendages such as a bilge keel and riser slot due to the limitation of ignoring the viscous effects in the linear potential theory. Among these methods, a model test based on a free decay test and harmonic excited roll motion (HERM) is known to be the most reliable method to estimate the roll damping of the floating structures. In this study, model tests using free decay and HERM techniques were performed in the Ocean Engineering Basin (OEB) of KRISO with various types of midship sections. The roll damping results were estimated based on post-processing methods using both techniques, and the roll damping results were compared.

• 한국해양공학회지
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• 제25권4호
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• pp.7-11
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• 2011

The installation phase for a topside module suggested can be divided into 9 stages, which include start, pre-lifting, lifting, lifted, rotating, positioning, lowering, mating, and end of installation. The transfer of the topside module from a transport barge to a crane vessel takes place in the first three stages, from start to lifting, while the transfer of the module onto a floating spar hull occurs in the last three stages, from lowering to the end. The coupled multi-body motions are calculated in both calm water and in irregular waves with significant wave height (1.52m), with suggested force equilibrium diagrams. The effects of the hydrodynamic interactions between the crane vessel and barge during the lifting stage have been considered. The internal forces caused by the load transfer and ballasting are derived for the lifting phases. The results of these internal forces for the calm water condition are compared with those in the irregular sea condition. Although the effect of pitch motion on the relative vertical motion between the deck of the floating structure and the topside module is significant in the lifting phases, the internal force induced pitch motion is too small to show its influence. However, the effect of the internal force on the wave-induced heave responses in the lifting phases is noticeable in the irregular sea condition because the transfer mass-induced draught changes in the floating structure are observed to have higher amplitudes than the external force induced responses.

• 한국해안·해양공학회논문집
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• 제25권6호
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• pp.357-364
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• 2013

이전 연구에서는 부유구조체의 동요저감을 위해 폰툰과 반잠수식 부유구조체 형식을 결합하여 하이브리드 부유구조체를 제안한 바 있다. 하이브리드 부유구조체는 입사파랑에 대한 동요감소에는 효과적이었으나 부유구조체에 충분한 부력을 제공할 수 없는 단점이 있었다. 이와 같은 단점을 보완하기 위해 본 연구에서는 새로운 형식의 콤비네이션 부유구조체를 제안하였다. 입사 파랑하중에 대한 부유구조체의 동요감소 효과를 비교하기위해 폰툰, 콤비네이션 그리고 하이브리드 부유구조체에 대한 수치해석을 동수역학 해석프로그램 ANSYS AQWA를 이용하여 수행하였다. 본 연구에서 제안된 콤비네이션 부유구조체가 다른 부유구조체에 비해 동요감소에 효과적인 것을 확인할 수 있었다. 따라서 콤비네이션 부유구조체는 앞으로 개발될 초대형 부유구조체 건설을 위한 신형식 부유구조체로서 매우 유용하게 사용될 것으로 판단된다.

• Structural Engineering and Mechanics
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• 제63권1호
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• pp.37-46
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• 2017

This paper is concerned with the numerical study on the resonance response of a rigid spar-type floating platform in coupled heave and pitch motion. Spar-type floating platforms, widely used for supporting the offshore structures, offer an economic advantage but those exhibit the dynamically high sensitivity to external excitations due to their shape at the same time. Hence, the investigation of their dynamic responses, particularly at resonance, is prerequisite for the design of spar-type floating platforms which secure the dynamic stability. Spar-type floating platform in 2-D surface wave is assumed to be a rigid body having 2-DOFs, and its coupled dynamic equations are analytically derived using the geometric and kinematic relations. The motion-variance of the metacentric height and the moment of inertia of floating platform are taken into consideration, and the hydrodynamic interaction between the wave and platform motions is reflected into the hydrodynamic force and moment and the frequency-dependent added masses. The coupled nonlinear equations governing the heave and pitch motions are solved by the RK4 method, and the frequency responses are obtained by the digital Fourier transform. Through the numerical experiments to the wave frequency, the resonance responses and the coupling in resonance between heave and pitch motions are investigated in time and frequency domains.

• Ocean Systems Engineering
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• 제3권1호
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• pp.35-53
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• 2013

In this study, a hybrid floating structure with cylinder was introduced to reduce the hydrodynamic motions of the pontoon type. The hybrid floating structure is composed of cylinders and semi-opened side sections to penetrate the wave impact energy. In order to exactly investigate the hydrodynamic motions and structural behavior of the hybrid floating structure under the wave loadings, integrated analysis of hydrodynamic and structural behavior were carried out on the hybrid floating structure. Firstly, the hydrodynamic analyses were performed on the hybrid and pontoon models. Then, the wave-induced hydrodynamic pressures resulting from hydrodynamic analysis were directly mapped to the structural analysis model. And, finally, the structural analyses were carried out on the hybrid and pontoon models. As a result of this study, it was learned that the hybrid model of this study was showed to have more favorable hydrodynamic motions than the pontoon model. The surge motion was indicated even smaller motion at all over wave periods from 4.0 to 10.0 sec, and the heave and pitch motions indicated smaller motions beyond its wave period of 6.5 sec. However, the hybrid model was shown more unfavorable structural behavior than the pontoon model. High concentrated stress occurred at the bottom slab of the bow and stern part where the cylinder wall was connected to the bottom slab. Also, the hybrid model behaved with the elastic body motion due to weak stiffness of floating body and caused a large stress variation at the pure slab section between the cylinder walls. Hence, in order to overcome these problems, some alternatives which could be easily obtained from the simple modification of structural details were proposed.

• 한국통계학회:학술대회논문집
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• 한국통계학회 2005년도 추계 학술발표회 논문집
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• pp.153-158
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• 2005

A floating-strike lookback call option gives the holder the right to buy at the lowest price of the underlying asset. Similarly, a floating-strike lookback put option gives the holder the right to sell at the highest price. This paper will derive explicit pricing formulas for these floating-strike lookback options with flexible monitoring periods. The monitoring periods of these options start at an arbitrary date and end at another arbitrary date before maturity.