• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2010.10a
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• pp.44-45
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• 2010

파랑 중에서 선체의 운동은 선체의 형상과 선속변화에 따라 다양하게 나타나며, 관련연구는 실험적 방법과 수치 해석을 함께 병행하여 지속적으로 진행되고 있다. 파랑조건에 적합한 최적 선형 확보는 선체의 운동응답 결과로 고찰할 수 있다. 파랑 중 선체의 운동응답을 알아보기 위해 초기 선형인 Wigley 선형에 적용하였으며, 수치해의 정도를 선행연구결과와 비교분석하였다. 그리고 서로 다른 모델에 대하여 나타나는 운동응답을 상호 비교하였다. 형상에 따른 Wigley 선형의 선체 운동응답에 대하여 일반화된 선형형상에서 나타날 수 있는 파랑 중 운동응답을 얻을 수 있었다.

• Journal of Navigation and Port Research
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• v.48 no.3
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• pp.155-163
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• 2024

As the demand for reducing carbon emissions increases, efforts to reduce the usage of fossil fuels and research on renewable energy are also increasing. Among the various renewable energy harvesting techniques, the floating offshore wind turbine has several advantages. Compared to other technologies, it has fewer installation limitations due to interference with human activity. Additionally, a large wind turbine farm can be constructed in the open ocean. Therefore, it is important to conduct motion analysis of floating offshore wind turbines in waves during the initial stage of conceptual design. In this study, a frequency motion analysis was conducted on a semi-submersible type floating offshore wind turbine. The analysis focused on the effects of varying trim on the motion characteristics. Specifically, motion response analysis was performed on heave, roll, and pitch. Natural period analysis confirmed that changing the trim angle did not significantly affect the heave and pitch motions, but it did have a regular impact on the roll motion.

• Journal of the Korean Society of Marine Environment & Safety
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• v.27 no.6
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• pp.832-838
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• 2021

Recently, reports of marine accidents of small fishing vessels less than 10 tons have been increasing. In this study, the characteristics of the motion response in regular waves were analyzed using computations for these ships. Small vessels less than 10 tons are classified by size and used for marine accident investigations. Therefore, the motion response analysis was performed on three small fishing vessels of different sizes. In the case of the head sea, it was confirmed that as the speed of the vessel increased in the long wavelength region, the motion responses of heave and pitch became large. The motion response of the smallest 3-ton fishing vessel was greater than that of the other sizes of fishing vessels. The maximum value of the roll motion shifted to the long wavelength region as the speed gradually increased in the bow sea, regardless of the size of the ship. In all the three small fishing vessels, it was found that the roll motion was the greatest at 15 knots, the highest speed in both bow and beam seas. When sailing in the head sea and bow sea conditions, lowering the speed is one of the effective approaches to reduce the effects of the vertical and lateral plane motions. The roll motion caused by the beam wave showed a tendency to increase rapidly only at a specific wavelength regardless of the speed and the size of the vessel. It was confirmed that the roll motion was significantly reduced with forward speed in the stern wave compared to the bow wave. As there is a specific region where the maximum value of the hull motion response appears depending on the size and speed of the ship, an operation method that can minimize the effect of this motion should be considered and implemented.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2022.06a
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• pp.419-421
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• 2022

어선은 어획물로 인한 무게 변화 및 어구 사용에 의한 외력으로 GM이 변화한다. 하지만 실시간으로 변화하는 GM을 추정하는 것은 어려우며, 현재 적용되는 추정식은 어선에 대입하기에 정확성이 떨어진다. 이에 본 논문은 어선의 GM 추정식 개발에 기여하기 위해 어선의 Roll 운동응답을 분석하고, 실험과 시뮬레이션의 GM과 파경사 관계를 밝히고자 한다. 7톤 급의 실제 운항 중인 어선의 모델선 GM을 변화시키면서 파경사별 Roll 운동응답 데이터를 수집한다. GM 변화의 경우 선박 무게중심부에 높이 방향으로 추를 조절할 수 있도록 했으며, 파경사는 동일 주기 4가지 파경사를 선정하였다. GM과 파경사가 커질수록 Roll 응답이 증가하는 경향을 보이며, GM과 파경사가 커짐에 따라 기울기가 비선형성을 보이며 증가하는 것을 확인하였다. 본 연구를 통해서 어선의 GM과 파경사의 관계를 파악하고, GM추정에 사용할 수 있느 보정 계수를 도출할 수 있다. 추후에 본 연구 내용을 활용하여 운항 중인 어선의 실시간 GM 추정시스템 개발에 기여가 가능할 것으로 생각한다.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2019.11a
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• pp.271-271
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• 2019

Estimating ship motion is difficult because it take place in complex environments.. Estimating ship motion is an important factor in ensuring the safety of ship, so accurate estimates are needed. Existing motion-related studies compare the apparent motion of the model acquired and the reference model by experimenting with the ship motion on a particular alignment, making it difficult to intuitively estimate the hull motion. This study introduces the concept of estimating the characteristics of ship motion as a transfer function through pole-zero interpretation and frequency response analysis by applying the method of transfer function of Linear-Time Invariant system. Ship motion analysis model using Linear-Time Invariant system is consist with 1) wave as input signal 2) ship motion as output signal 3) hull defined as black box. This model can be defined by numericalizing the ship motion as a transfer function and is expected to facilitate the characterization of the ship motion through pole-zero analysis and frequency response analysis.

• Journal of the Earthquake Engineering Society of Korea
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• v.12 no.1
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• pp.11-20
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• 2008

In probabilistic seismic analysis of nonlinear structural system, dynamic analysis is performed to obtain the distribution of the response estimate using input ground motion time histories which correspond to a given seismic hazard level. This study investigates the differences in the distribution of the responses and the failure probability according to input ground motion models. Two types of input ground motion models are considered: real earthquake records scaled to specified intensity level and artificial input ground motion fitted to design response spectrum. Simulation results fir a nonlinear SDOF system demonstrate that the spectrum matched input ground motion produces larger failure probability than those of scaled input ground motion due to biased responses. Such tendency is more remarkable in the site of soft soil conditions. Analysis results show that such difference of failure probability is due to the conservative estimation of design response spectrum in the range of long period of ground motion.

• Proceedings of the KAIS Fall Conference
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• 2009.05a
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• pp.528-531
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• 2009

본 연구에서는 두 스프링으로 지지된 강체가 회전하는 Timoshenko 축을 따라 이동할 때, 그 계의 동적응답 특성을 해석하였다. 운동방정식은 Hamilton의 원리에 따라 유도되었다. 유도된 운동방정식을 이용하여 주요 설계 파라미터 변화에 따른 응답특성을 해석하였다. 해석시 설계파라미터를 무차원 변수화 하여 속도비, 질량비, 회전수비 등 그 변화에 따른 응답특성을 비교 분석하였다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.33 no.1
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• pp.45-53
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• 2020

Analytical and experimental studies show that the dynamic behavior of liquid storage tanks is significantly influenced by the fluid-structure interaction (FSI). The effects of FSI must be rigorously considered for accurate earthquake analysis and seismic design of liquid storage tanks. In this study, a dynamic analysis of a rectangular liquid storage tank subjected to bi-directional earthquake ground motions is performed and its dynamic characteristics are examined, with the effects of FSI rigorously considered. Hydrodynamic pressure is evaluated using the finite-element approach with acoustic elements and applied to the structure. The responses of the rectangular tank subjected to bi-directional earthquake ground motions are thus obtained. It can be observed that the incident angle of bi-directional horizontal ground motions has significant effects on the dynamic responses of the considered system. Therefore, the characteristics of the system must be considered in its seismic design and performance evaluation.

• Journal of the Earthquake Engineering Society of Korea
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• v.1 no.2
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• pp.59-68
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• 1997

Seismic responses of the Hualien large scale seismic test model on a layered soil site are estimated for three recorded earthquakes with different level of peak acceleration using two different approaches of soil-structure interaction analysis. The analysis results are then compared and evaluated with the recorded. The method adopted for the analysis is based on substructuring method using a lumped parameter model in both the frequency and time domain. The study results indicate that the proposed method can reasonably estimate the earthquake responses of a soil-structure interaction system of r engineering purposes if the techniques of defining input motion and modeling of the backfilled soil are prudently selected.

• Proceedings of the Korean Nuclear Society Conference
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• 1997.05b
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• pp.471-476
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• 1997

본 논문에서는 국제공동연구로 수행중인 화련 대형내진모델시험 사업에서 계측지진기록을 이용한 모델구조물의 지진응답해석을 수행한 결과를 기술하였다. 지진응답해석은 3차원 유연체적 부구조법을 사용하는 지반-구조물 상호작용해석 전용 전산프로그램인 SASSI를 이용하여 수행하였으며, 지반 특성은 지반조사 결과 제시된 두 가지 지반모델과 계측지진 지반운동으로부터 직접 유도해 낸 지반모델의 지반 특성값을 사용하였다. 또한 본 연구에서는 지반과 구조물 특성값의 변화에 대한 구조물 지진응답의 민감도 및 지반의 비선형 특성이 구조물의 응답에 미치는 영향을 분석하였다.