• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2004년도 학술대회지
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• pp.167-171
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• 2004

The Spar platform with deep draft is characterized as effective structure in extreme wave condition, which has larger natural period than that of waves in sea. In this paper, the time simulation of motion responses of Spar with catenary mooring line is presented in irregular waves. The memory effect is modeled by added mass at infinite frequency and convolution integrals in terms of wave damping coefficients. The added mass, wave damping coefficients and wave exciting forces are obtained from three-dimensional panel method in the frequency domain. The motion equations are consisted of forces for inetia, memory effect, hydrostatic restoring, wave exciting and mooring line. The forces of mooring line are modeled as quasi-static catenary cable.

• 대한조선학회논문집
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• 제41권5호
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• pp.1-7
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• 2004

The Spar platform with deep draft is characterized as effective structure in extreme wave condition, which has larger natural period than that of waves in sea. In this paper, the time domain simulation of motion responses of Spar with catenary mooring line is presented in irregular waves. The memory effect is modeled by added mass at infinite frequency and convolution integrals in terms of wave damping coefficients. The added mass, wave damping coefficients and wave exciting forces are obtained from three-dimensional panel method in the frequency domain. The motion equations are consisted of forces for inertia, memory effect, hydrostatic restoring, wave exciting and mooring line. The forces of mooring line are modeled as quasi-static catenary cable.

• 대한조선학회논문집
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• 제42권2호
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• pp.124-128
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• 2005

This paper describes motion stability of a spar platform with and without a damping plate in regular waves. The heave and pitch motion equation is derived in terms of Mathieu equation and the stability diagram is obtained. It is shown that the spar platform with damping plate has smaller unstable region than that without damping plate in the stability diagram. Model tests are carried out to verify the mathematical analysis. Under the condition that the pitch natural period is approximately double the heave natural period and the heave motion is amplified at heave resonance, unstable pitch motions are evoked. However the unstable motion is stabilized in cases of spar platform with damping plate. Therefore the damping plate is an effective device to stabilize the motion of spar platform.

• 대한조선학회지
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• 제51권1호
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• pp.13-16
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• 2014

• 한국정보처리학회:학술대회논문집
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• 한국정보처리학회 2010년도 추계학술발표대회
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• pp.1381-1383
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• 2010

웹서비스는 표준 프로토콜인 HTTP를 이용하기 때문에 방화벽의 제약이 없어서 어디서나 실시간으로 통신하여야 하는 모니터링 시스템 특성상 꼭 필요한 기술이다. 또한, XML로 기술된 SOAP 메시지는 플랫폼 독립적이고, 시스템 확장과 통합에 유리하다. 본 논문에서 구현한 웹모니터링 시스템은 웹서비스를 이용하여 설치가 용이하고, 인터넷을 통해 원격지의 태양광 발전 시스템을 관리, 감시하는데 제약이 없으며, 신재생에너지 산업 통합에 적용될 수 있다.

• Journal of Advanced Marine Engineering and Technology
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• 제37권8호
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• pp.953-961
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• 2013

이 연구에서는 부유식 풍력발전기 콘셉트모델중의 하나인 5MW급 OC3-Hywind를 해석하였다. 이 모델은 스파형 플랫폼을 가지고 있으며 3개의 현수식 계류삭으로 해저면과 연결되어있다. 수치해석프로그램으로는 NREL에서 개발한 FAST와 AQWA가 사용되었다. FAST에 입력되는 유체력은 AQWA를 통해서 계산되었으며, 운동특성으로는 전달응답함수와 평균운동, 상위1/3운동, 상위1/10운동을 평가하였다. 다른기관의 해석, 실험결과와 비교하였으며, 이 결과는 부유식풍력발전기 컨셉모델의 기초설계를 재해석하는데 있어 도움이 될것이다.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2006년 창립20주년기념 정기학술대회 및 국제워크샵
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• pp.245-248
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• 2006

The development of offshore structures have been increased spectacularly, especially in oil rig structures. This study concerns with the effects of heave motion of spar platform that attached the helical fin. There are three models, namely, cylinder, cylinder-truss and cylinder-cell with different geometrical dimensions are examined. Finally, the interaction between structure and fluid is closely considered. As the results, it can be seen that the existence of helical fin does not influence on surging but it affects a little on heaving of spar platform.

• 한국태양에너지학회 논문집
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• 제37권1호
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• pp.1-14
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• 2017

A series of coupled time domain simulations considering stochastic waves and wind based on five 1-h time-domain analyses are performed in normal operating conditions. Power performance and tower base Fore-Aft bending moment and pitching motion response of the floating spar-buoy wind turbine with 2 MW direct-drive PMSG have been analyzed by using HAWC2 that account for aero-hydro-servo-elastic time domain simulations. When the floating spar-buoy wind turbine is tilted in the wind direction, maximum of platform pitching motion is close to $4^{\circ}$. Statistical characteristics of tower base Fore-Aft bending moment of floating spar-buoy wind turbine are compared to that of land-based wind turbine. Maximum of tower base Fore-Aft bending moment of floating spar-buoy wind turbine and land-based wind is 94,448 kNm, 40,560 kNm respectively. This results is due to changes in blade pitch angle resulting from relative motion between wave and movement of the floating spar-buoy wind turbine.

• 한국해양공학회지
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• 제30권3호
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• pp.161-168
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• 2016

This paper presents a methodology through which the time series of the dynamic response of mooring line tension can be predicted without relying on a time-consuming nonlinear time-domain analysis. The mooring line tension for the target short-term sea states was predicted using a Hammerstein-Wiener model, a popular system identification scheme, based upon the pre-calculated motion-tension time history data for some selected short-term sea states that do not overlap with the targeted ones. The obtained mooring line tension was further processed, and a fatigue damage comparison was made between the predicted and calculated values. The results showed that the predicted time series of the mooring line tension matched the calculated one fairly well. Thus, it is expected that the methodology may be employed to enhance the efficiency of mooring line tension analysis.

• 재활복지공학회논문지
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• 제4권1호
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• pp.53-61
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• 2010

본 연구에서는 요추강화 운동기기를 이용하여 훈련 전후에 대한 유연성 및 근력 특성분석을 고찰하고, 요추 재활운동으로서 가능성을 검증하고자 한다. 요추관련 상해가 없으며 신체 건강한 성인 남녀 20명이 실험에 참여하였으며 각각 10명씩 대조군과 요추강화 운동을 제공받는 훈련군으로 나누었다. 실험에 사용된 요추강화운동기기는 하이스파인(Hi-Spine, 메디컬사이언스, 한국)이며 운동은 하루 40분씩 주 3일, 총 4주간 실시하였다. 또한 본 연구에서 피험자들은 누운 자세, 앉은 자세, 직립 자세, 전신스트레칭자세 등 총 4가지의 운동자세를 각 10분씩 제공받았다. 운동 전 후 요추의 유연성과 근력변화를 알아보기 위해 매주 1회 체간 굴곡 및 신전, 기초체력평가와 요추관절토크를 측정하였다. 실험 결과 훈련군에서 유연성과 근력이 모두 증진되었다. 요추강화운동기기의 플랫폼이 3차원 회전을 함에 따라 피험자들의 근육들은 자극받으며, 회전 방향과 각도에 따라 근긴장성과 근수축 작용을 유도시켜 유연성 및 요추 근력을 증가시키는 것으로 판단된다. 본 연구는 향후 요추관련 상해자 또는 고령자들의 요추 재활운동 프로그램에 적용될 수 있을 것이다.