• 한국해양공학회지
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• 제36권2호
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• pp.91-100
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• 2022

In general, the effect of roll motion is not considered in the study on maneuverability in calm water. However, for high-speed twin-screw ships such as the DTMB 5415, the coupling effects of roll and other motions should be considered. Therefore, in this study, the estimation of maneuverability using a 4-degree-of-freedom (DOF; surge, sway, roll, yaw) maneuvering mathematical group (MMG) model was conducted for the DTMB 5415, to improve the estimation accuracy of its maneuverability. Furthermore, a study on the change in turning performance according to the fin angle was conducted. To accurately calculate the lift and drag forces generated by the fins, it is necessary to consider the three-dimensional shape of the wing, submerged depth, and effect of interference with the hull. First, a maneuvering simulation model was developed based on the 4-DOF MMG mathematical model, and the lift force and moment generated by the side fins were considered as external force terms. By employing the CFD model, the lift and drag forces generated from the side fins during ship operation were calculated, and the results were adopted as the external force terms of the 4-DOF MMG mathematical model. A 35° turning simulation was conducted by altering the ship's speed and the angle of the side fins. Accordingly, it was confirmed that the MMG simulation model constructed with the lift force of the fins calculated through CFD can sufficiently estimate maneuverability. It was confirmed that the heel angle changes according to the fin angle during steady turning, and the turning performance changes accordingly. In addition, it was verified that the turning performance could be improved by increasing the heel angle in the outward turning direction using the side fin, and that the sway speed of the ship during turning can affect the turning performance. Hence, it is considered necessary to study the effect of the sway speed on the turning performance of a ship during turning.

• 한국건설관리학회논문집
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• 제15권5호
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• pp.40-48
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• 2014

최근 화생방 공격에 대한 위협이 증가함에 따라 화생방 방호시설의 중요성이 강조되고 있다. 화생방전 발생 시 화생방 방호시설 외부에 있는 작전인원은 화생방 방호시설 내 오염통제구역 및 무해구역에서 제독과정을 거쳐 방호시설 내부로 진입하게 된다. 이 과정에서 부족한 설비 등으로 인해 특정 절차 및 구역에서 병목현상이 발생할 경우 작전인원은 제시간에 방호시설 내로 진입 할 수 없게 되며, 이는 전시 작전 수행의 효율성 저하뿐만 아니라 큰 인명피해로도 이어지게 된다. 현재의 화생방 방호시설 설계기준은 공조시스템 등 특정 설비에 국한되어 있으며, 실제 화생방전 발생 시 실제 진입 소요시간을 고려한 설계기준은 부재한 실정이다. 본 연구에서는 화생방 방호시설 진입 소요시간에 크게 영향을 미치는 요소를 시뮬레이션에 반영하여 화생방 방호시설 진입 소요시간을 예측하는 시뮬레이션 모델을 개발하였다. 이를 위해 오염통제구역 및 무해구역에서 이루어지는 행동절차를 세분화하고, 각 행동절차에 소요되는 실제 시간을 측정하여 이를 시뮬레이션에 적용하였다. 또한 진입 소요시간에 영향을 미치는 요인들을 선정하여 이들의 조절을 통해 대안을 작성하고 각 대안별 진입 소요시간 및 전체결과에 미치는 영향을 분석하였다. 이 모델은 향후 화생방 방호시설 진입 시뮬레이터의 모듈로써 활용될 수 있으며 방호시설 설계 및 운용자의 의사결정 기초자료로 활용될 수 있다.

• 한국조경학회지
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• 제37권3호
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• pp.61-68
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• 2009

3차원 몰입형 시뮬레이션이나 입체영상 기술이 개발되면서 경관을 표현하는 도구로 사용이 확산되고 있다. 이에 본 연구는 가시환경과 투사방식의 차이에 따른 경관선호도 분석을 실시하여 가로경관 평가도구로써 곡면 스크린 방식의 몰입형 입체영상의 활용 가능성을 검토하였다. 연구를 위해 서울의 50m 폭원 강남대로를 선정하여 컴퓨터그래픽으로 시뮬레이션을 제작하였다. 시뮬레이션은 가시 환경과 투사방식을 달리하여 경관선호도를 설문조사하였다. 시뮬레이션의 가시환경은 몰입과 비몰입, 투사방식은 입체와 평면영상으로 구분하였다. 요인분석과 t-test 등의 통계분석을 거쳐 가시환경과 투사방식의 차이에 따른 경관특성을 비교하였다. 연구결과는 다음과 같다. 첫째, 몰입이나 비몰입 환경에 따라 경관특성의 차이가 뚜렷하게 나타났다. 몰입형의 시뮬레이션을 이용하면 관찰자가 다양성 요인, 개방성 요인, 공간감 요인에 대해 평가하기가 비교적 용이하여 변별력이 높은 것으로 나타났다. 둘째, 입체나 평면의 투사방식은 변별력을 보이고 있지 않는 것으로 나타났다. 이러한 결과는 경관평가를 위한 시뮬레이션의 제작 및 투사에 있어서 관찰자가 몰입을 할 수 있는 시야각까지 화면을 확장하여 몰입감을 높이는 것이 중요하다는 것을 시사한다. 본 연구는 경관평가 도구로써의 몰입형 시뮬레이션의 효용성을 검토하기 위한 연구로 가로경관의 많은 요소들을 통제하게 됨으로써 변별력을 크게 갖지 못했다는 한계가 있다. 추후 가로폭원, 가로폭원 : 건물높이비 등 다양한 환경에 대해 입체영상에 대한 세밀한 비교 검증이 필요할 것으로 보인다.

• 대한전자공학회논문지SD
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• 제45권4호
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• pp.78-85
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• 2008

네트워크 SoC 칩을 대상으로 SystemC를 이용한 High-level 설계 방법을 연구하였다. 실제 Verilog RTL 모델과 비교하여 깊이있는 Architecture 구조탐색과 정확한 SystemC 모델 cycle 검증을 토대로 하여 High-level 설계를 강조할 것이다. 대다수 High-level 설계와 접근방법과 다르게, SystemC 모델과 Verilog RTL 모델의 성능을 비교해 보고, SystemC-based platform을 검증하기 위해 On-chip test board 측정 데이터를 이용하였다. 이 논문에서는 High-level 설계기법이 RTL 모델과 같은 정확성을 얻을 수 있을 뿐만 아니라, RTL 모델보다 100배 이상 빠른 시뮬레이션 속도를 달성할 수 있음을 보여 주었다. 그리고, 아키텍처 구조탐색을 통해서 시스템 성능하락의 원인을 파악하고, 대안을 찾아보았다.

• Architectural research
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• 제16권4호
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• pp.203-210
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• 2014

The packaged terminal air conditioner, the typical cooling system for the residential buildings, consumes a large amount of electricity in a short period time during peak hours. In order to reduce the peak load and conserve the electricity, the thermally activated building system can be used as a secondary system to handle the partial cooling load. However, the thermally activated building system may cause condensation and under-cooling. Thus, design of both systems should be performed with careful investigation in characteristics of both systems to amplify the advantages. Since the thermally activated building system has the time-delay effect which may cause under-cooling, the system is designed to handle the base load of the building. Hence, simple simulation with EnergyPlus was performed to observe the characteristics of cooling load in residential buildings. Once the possible range of the load handling ratio of the thermally activated building system was decided, characteristics of system was analyzed in terms of hardware component and operation parameters. The hardware components were analyzed in plant and system aspects and the operation parameter was evaluated in the thermal comfort aspect. As the load handling ratio increased, the thermal comfort increased due to the lower radiant mean temperatures. Within the range of thermal comfort, the several adjustments were made in setpoint temperature and electricity consumptions of difference cases were observed to decide which components and parameters were important for designing the systems.

• 대한조선학회논문집
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• 제48권2호
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• pp.158-164
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• 2011

The study on the improvement of resistance performance is very important for coastal fishing boats in Korea, because the prices of fuel oil are gradually risen and the demand of high-speed fishing boats is increased lately. This study is concerned with the improvement of the resistance performance for Korean high-speed small coastal fishing boats. A semi-planing hull form of Korean small coastal fishing boat is selected in the role of initial hull. From the modification of the hull form parameters and the local characteristics of the hull form, the improvement of the resistance performance is achieved. The resistance performances of the initial and the modified hull forms are estimated by using a numerical simulation method. Also, ship model tests are carried out in ship model basin.

• 한국통신학회논문지
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• 제37권8B호
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• pp.647-656
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• 2012

MANET에서 TDMA MAC 프로토콜을 사용하기 위해서는 단말의 이동과 전파 환경의 영향으로 토폴로지가 계속적으로 변화하는 환경에서도 단말 간에 정밀한 동기를 유지할 수 있어야 한다. 본 논문에서는 TDMA 기반 MANET을 위한 in-band 방식의 계층교차적 네트워크 동기 구조를 제시한다. TDMA MAC 프로토콜과 proactive routing 프로토콜 간에 긴밀한 협력을 통해 단말 이동에 따른 네트워크 분리 및 통합을 신속하게 감지하고 네트워크 동기를 정밀하게 유지한다. 또한 제안된 동기 구조를 OPNET 시뮬레이터에 구현하고 다양한 시뮬레이션 시나리오를 통해 동기구조의 성능을 검증한다. 시뮬레이션 결과 네트워크 분리와 통합이 발생했을 때 이를 신속하게 인지하고 동기를 안정적으로 유지하는 것으로 나타났다.

• 한국해양공학회지
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• 제34권5호
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• pp.285-293
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• 2020

This study evaluated the Hook-up installation of an offshore site construction process, which is the final step in an offshore site installation process. During Hook-up installation, the offshore structure can have a detrimental effect on the work stability due to low-frequency motion. Moreover, economic costs can be incurred by the increase in available days of a tugboat. Therefore, this study developed a numerical analysis program to assess the dynamic behavior of mooring systems during hook-up installation to analyze the generally performed installation process and determine when the tugboat should be released. In this program, the behavior of an offshore structure was calculated using Cummin's time-domain motion equation, and the mooring system was calculated by Lumped mass method (LMM). In addition, a tugboat algorithm for hook-up installation was developed to apply the Hook-up procedure. The model used in the calculations was the barge type assuming FPSO (Floating production storage and off-loading) and has a taut mooring system connected to 16 mooring lines. The results of the simulation were verified by comparing with both MOSES, which is a commercial program, and a calculation method for restoring coefficient matrix, which was introduced by Patel and Lynch (1982). Finally, the offset of the structure according to the number of tugboats was calculated using the hook-up simulation, and the significant value was used to represent the calculation result.

• Computers and Concrete
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• 제23권3호
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• pp.161-170
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• 2019

This paper aims at presenting a numerical method for estimating the elastic modulus of recycled concrete with crushed aggregates. In the method, polygonal aggregates following a given sieve curve are generated, and placed into a square simulation element with the aid of the periodic boundary condition and the overlap criterion of two polygonal aggregates. The mesostructure of recycled concrete is reconstructed by embedding an old interfacial transition zone (ITZ) layer inside each recycled aggregate and by coating all the aggregates with a new ITZ layer. The square simulation element is discretized into a regular grid and a representative point is selected from each sub-element. The iterative method is combined with the fast Fourier transform to evaluate the elastic modulus of recycled concrete. After the validity of the numerical method is verified with experimental results, a sensitivity analysis is conducted to evaluate the effects of key factors on the elastic modulus of recycled concrete. Numerical results show that the elastic modulus of recycled concrete increases with the increase of the total aggregate content and the elastic moduli of old and new ITZ but decreases with increasing the replacement ratio of recycled aggregate and the thicknesses of old and new ITZ. It is also shown that, for a replacement ratio of recycled aggregate smaller than 0.3, the elastic modulus of recycled concrete is reduced by no more than 10%.

• International Journal of Naval Architecture and Ocean Engineering
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• 제11권1호
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• pp.624-637
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• 2019

A semi-submersible offshore platform always operates under complex weather conditions, especially wind and waves. It is vital to analyze the structural dynamic responses of the platform in short-term sea states under the combined wind and wave loads, which touches upon three following work. Firstly, a derived relationship between wind and waves reveals a correlation of wind velocity and significant wave height. Then, an Improved Mixture Simulation (IMS) method is proposed to simulate the time series of wind/waves accurately and efficiently. Thus, a wind-wave scatter diagram is expanded from the traditional wave scatter diagram. Finally, the time series of wind/wave pressures on the platform in the short-term sea states are converted by Workbench-AQWA. The numerical results demonstrate that the proposed numerical methods are validated to be applicable for wind and wave simulations in structural analyses. The structural dynamic responses of the platform members increase with the wind and wave strength. In the up-wind and wave state, the stresses on the deck, the connections between deck and columns, and the connection between columns and pontoons are relatively larger under the vertical bending moment. These numerical methods and results are wished to provide some references for structural design and health monitoring of several offshore platforms.