• 한국항해항만학회지
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• 제30권2호
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• pp.131-136
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• 2006

Researches on a superstructure built on a floating structure in the shape of pontoon type have begun in recent years. A superstructure responds by wave load and it is important to evaluate its habitability. The purpose of this study is evaluation and investigation of habitability of a superstructure due to wave for 10 year return period. In this study, response analyses of the superstructure built on middle-sized floating structure due to the waves of three cases were carried out by 3-D integration analysis, which means analyzing the calculation model integrated a superstructure with a floating structure, and its habitability was evaluated by the evaluation diagrams. As the result, the habitability differed by each wave condition The use of a superstructure is restricted according to the disposition of a floating structure for incident wave angle.

• 대한조선학회 특별논문집
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• 대한조선학회 2011년도 특별논문집
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• pp.5-11
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• 2011

In this paper, the dynamic response analysis of a floating crane with elastic booms and a cargo is performed. The objective is to consider the effects of the elastic boom in the lifting design stage. Governing equations of the motion for the system which consists of interconnected rigid and flexible bodies are derived based on the formulation of flexible multibody system dynamics. To model the boom as a flexible body, floating reference frame and nodal coordinates are used. Coupled surge, pitch, and heave motion of the floating crane with the cargo which has 3 degree of freedom is simulated by solving the equation numerically. Finally, the effects of the elastic boom for the lifting design that the floating crane is required to lift a heavy cargo are discussed by comparing the simulation result between with the elastic boom and with the rigid one.

• Current Photovoltaic Research
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• 제10권4호
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• pp.121-132
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• 2022

The need for floating photovoltaic is being emphasized to expand renewable energy but low residents' acceptance is a major obstacle to the deployment of floating photovoltaic. Using the discrete choice experiment, this study analyzed the preferences for community-based floating photovoltaic projects and proposed a method to increase the residents' acceptance of floating photovoltaic projects. The estimates of the marginal willingness to accept (MWTA) of the distance, the coverage ratio, the landscape, the project owner (public institution), and the project owner (large company) are -0.69%p/km, 0.13%p/%p, -0.57%p, -2.95%p, -1.73%p, respectively. According to the result of simulation analysis, the residents' acceptance is significantly higher when the project is operated by a public institution, with a choice probability of 58%, than when the project is operated by a private company, with a choice probability of 29%, 12% for a large and small company, respectively. In addition, as a result of the analysis of the expected returns, the results show that the closer the distance from the residence to the power plant, the higher the expected return.

• 한국해양공학회지
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• 제37권1호
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• pp.8-19
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• 2023

In recent years, modular-type floating islands have been considered as a promising option for future ocean space utilization. A modular floating island consists of a number of standardized pontoon-type modules and connectors between them. In this study, the motion responses of a modular floating island in waves was investigated based on frequency-domain numerical analysis. The numerical method is based on the potential flow theory and adopts a higher-order boundary element method with Green's function. First, motion RAOs were directly compared with the model test data by reference to validate the present numerical method. Then, numerical investigations were conducted to analyze the motion characteristics of the floating island by considering various modules shapes and arrangements. It was found that motion responses were reduced in a single central module compared to when divided central modules were used. Finally, the effect of modular arrangement on the motion responses in irregular waves was discussed. It was confirmed that multiple-layer outer modules are more effective in calming the central module than using single-layer outer modules, except under very long period conditions.

• 한국건설관리학회논문집
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• 제22권1호
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• pp.90-97
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• 2021

새만금개발은 1987년부터 30년간 정부가 농업, 경제와 관광지역으로 추진하고 있는 우리나라에서 가장 규모가 큰 국책사업이다. 우리나라는 원자력과 화력에 의존하던 전력원을 탄소저감을 위해서 친환경으로 전환하기 위해서 민관사업으로 우리나라 최대규모인 4.6조원을 투자하여 2.1GW의 수상태양광발전 프로젝트를 추진하고 있다. 새만금 수상태양광 프로젝트가 성공하려면 경제적 타당성을 확인해야 한다. 본 연구는 수상태양광사업의 변동성 요소들(건설비용, 전기판매가격, 발전량과 유지관리비용)을 정의하고, 20년간 운영하는 동안 수익의 변동성을 분석하였다. 불확실성으로 수익이 악화가 예상될 때 포기할 수 있는 권리를 가지는 포기옵션을 적용하여 프로젝트의 옵션가치를 구했다. NPV분석에 의하면 투자가 어려운 프로젝트가 옵션분석에 의하여 경제성을 확보할 수 있음을 확인하였다. 본 연구는 투자사업의 의사결정권자가 실물옵션분석방법을 활용하여 수상태양광프로젝트의 경제성분석에 불확실성을 고려할 수 있도록 도와줄 것으로 기대된다.

• 한국해안해양공학회지
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• 제14권4호
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• pp.257-264
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• 2002

본 논문에서는 다열로 설치된 부유식 방파제의 파랑 전달 및 반사 특성에 대해서 연구하였다. 파동장은 선형포텐셜이론으로 모형화하였으며, 부유식 방파제의 거동은 선형화된 운동방정식으로 나타내었다. 파동장에 대한 경계치 문제는 Galerkin 방법을 사용하여 이산화하였으며, 무한 경계에서의 방사경계조건은 무한요소를 사용하여 처리하였다. 개발된 모델의 타당성은 이열로 부유식 방파제가 설치된 경우의 수리실험 결과(박 등, 2000)와의 비교를 통하여 입증하였다. 수치해석을 통하여 다열 부유식 방파제의 적용 가능성을 검토하였다.

• 한국물환경학회지
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• 제22권6호
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• pp.1038-1044
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• 2006

The floating island was investigated in order to make a purification of lake water quality with the uptake of nutrients, the prevention of algae growth and the supply of habitat for aquatic plants. Although the concentrations of organics and nutrients inside facility were shown higher than outside, the quantitative analysis was not attainable. Nitrogen uptakes by Cattail, Phragmites japonica, Reed and Wild rice were shown 48.2, 98.0, 111.1 and $72.0g/m^2{\cdot}year$, respectively, and in the case of phosphorus they were 3.2, 8.3, 6.1 and $4.6g/m^2{\cdot}year$, respectively. Considering total floating areas of $2,560m^2$, the nitrogen uptake is totally estimated to $210.7kg/m^2{\cdot}year$ and $14.2kg/m^2{\cdot}year$ for the phosphorus uptake. In order to promote the spread of floating island, the selection of aquatic plants, the control of growth rate properly and the method of quantitative analysis for the purification of water quality and the application to the stream water should be thoroughly surveyed from all angles prior to the application.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 춘계학술대회 논문집
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• pp.61-69
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• 2011

The noise and vibration which are occurred by equipment and rail under the train are directly delivered to passenger and effect on comfort. For this reason, Floating floor structure has been applied to Rolling Sotck for minimizing the noise and vibration. And in respect of Floating floor, the strength is an important design element. Because the train has many heavy equipments and accommodates lots of passenger. At the early design stage of Floating floor, different joint type and thickness of plywood, etc. were applied and some problem happened. To solve the problems and apply to the future projects, the standard model of Floating floor structure was required. To find optimum design and standard model for Floating floor structure of Rolling Stock, the applied Floating floor models were analysed by CAE (computer-aided engineering).

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2006년도 추계학술대회논문집
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• pp.356-360
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• 2006

Recently, for the purpose of improving the isolation performance of impact noise, many resilient materials have been installed in a residential building. As one of the reduction method for improving the performance of light-weight impact noise, this study is focused on the load condition of floating layer over resilient material. We studied the correlation between the mass or load of the floating layer and the reduction of light-weight impact noise by experiments in reverberation chamber for testing the impact noise. The results show that the reduction of impact noise is improved by increasing the mass per unit area of floating layer until about $140kg/m^2$. But the reduction is not obvious by adding extra mass on the floating layer.

• 한국공간구조학회논문집
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• 제1권2호
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• pp.101-110
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• 2001

A large floating structure is attracting great attention in recent years from the view of ocean space utilization. Its huge scale in the horizontal directions compared with the wavelength and relatively shallow depth make this type of floating structure flexible and its wave-induced motion be characterized by the elastic deformation. In this paper, a boundary integral equation method is proposed to predict the wave-induced dynamic response mat-like floating offshore structure. The structure is modeled as an elastic plate and its elastic deformation is expressed as a superposition of free-vibration modes in air. This makes it straightforward to expand the well-established boundary integral technique for rigid floating bodies to include the hydroelastic effects. In order to validate the theoretical analysis, we compare with the experimental result of reduced model test. Satisfactory agreement is found between theory and experiment.