• 한국수소및신에너지학회논문집
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• 제28권1호
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• pp.47-55
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• 2017

This paper deals with the after-tax economic feasibility analysis of the hydrogen fueling station considering dynamic utilization. We selected an off-site hydrogen station in which the hydrogen is supplied by a central by-product hydrogen plant as a case study. Also, we made some sensitivity analysis by changing input factors such as the discount rate, the hydrogen station construction cost, the hydrogen demand and the hydrogen sale price. As a result, the hydrogen station will not be economical in 2020 due to the relatively high price of the hydrogen station construction cost and the low price of hydrogen sale price. In order to realize the economic feasibility of the hydrogen station in the early stage of the hydrogen economy, the subsidies on the annual operating cost as well as the construction cost are needed.

• Structural Engineering and Mechanics
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• 제53권2호
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• pp.297-309
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• 2015

The purpose of this work is to analyze the effect of structure parameter disturbance on the dynamic characteristics of a hydropower station powerhouse. A vibration model with a head-cover system is established, and then the general disturbance problem analysis methods are discussed. Two new formulae based on two types of disturbances are developed from existing methods. The correctness and feasibility of these two formulae are validated by analyzing the hydropower station powerhouse vibration model. The appropriate calculation method for disturbance of the hydropower station powerhouse vibration dynamic characteristics is derived.

• Ocean Systems Engineering
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• 제4권3호
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• pp.215-241
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• 2014

Steel catenary riser (SCR) is a popular/economical solution for the oil/gas production in deep and ultra-deep water. The behavioral characteristics of SCR have a high correlation with the motion of floating production facility at its survival and operational environments. When large motions of surface floaters occur, such as FPSO in 100-yr storm case, they can cause unacceptable negative tension on SCR near TDZ (touch down zone) and the corresponding elastic deflection can be large due to local dynamic buckling. The generation, propagation, and decay of the elastic wave are also affected by SCR and seabed soil interaction effects. The temporary local dynamic buckling vanishes with the recovery of tension on SCR with the upheaval motion of surface floater. Unlike larger-scale, an-order-of-magnitude longer period global buckling driven by heat and pressure variations in subsea pipelines, the sub-critical local dynamic buckling of SCR is motion-driven and short cycled, which, however, can lead to permanent structural damage when the resulting stress is greatly amplified beyond the elastic limit. The phenomenon is extensively investigated in this paper by using the vessel-mooring-riser coupled dynamic analysis program. It is found that the moment of large downward heave motion at the farthest-horizontal-offset position is the most dangerous for the local dynamic buckling.

• Earthquakes and Structures
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• 제24권1호
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• pp.53-64
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• 2023

Earth fissures with several kilometers will inevitably approach or cross the metro line, significantly threatening the safety of the underground structure in the earth fissure site. However, the influence of the earth fissure site's amplification effect on the metro station's dynamic response is still unclear. A representative earth fissure in Xi'an was taken as an example to establish a numerical model of a metro station in the earth fissure site. The dynamic response characteristics of the metro stations at different distances from the earth fissure under various seismic waves were calculated. The results show that the existence of the earth fissure significantly amplifies the dynamic response of the nearby underground structures. The responses of the axial force, shear force, bending moment, normal stress, horizontal displacement, inter-story drift, and relative slip of the metro station were all amplified within a specific influence range. The amplification effect increases with the seismic wave intensity. The amplification effect caused by the earth fissure has relatively weak impacts on the axial shear, shear force, bending movement, normal stress, and horizontal movement; slightly larger impacts on the inter-story drift and acceleration; and a significant impact on the relative slip. The influence ranges of the axial force and normal stress are approximately 20 m. The influence ranges of the acceleration and inter-story drift can reach 30 m. Therefore, the seismic fortification level of the underground structure in the earth fissure site needs to be improved.

• Journal of Computing Science and Engineering
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• 제2권4호
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• pp.375-393
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• 2008

The dynamic cast operation allows flexibility in the design and use of data management facilities in object-oriented programs. Dynamic cast has an important role in the implementation of the Data Management Services (DMS) of the Mission Data System Project (MDS), the Jet Propulsion Laboratory's experimental work for providing a state-based and goal-oriented unified architecture for testing and development of mission software. DMS is responsible for the storage and transport of control and scientific data in a remote autonomous spacecraft. Like similar operators in other languages, the C++ dynamic cast operator does not provide the timing guarantees needed for hard real-time embedded systems. In a recent study, Gibbs and Stroustrup (G&S) devised a dynamic cast implementation strategy that guarantees fast constant-time performance. This paper presents the definition and application of a cosimulation framework to formally verify and evaluate the G&S fast dynamic casting scheme and its applicability in the Mission Data System DMS application. We describe the systematic process of model-based simulation and analysis that has led to performance improvement of the G&S algorithm's heuristics by about a factor of 2. In this work we introduce and apply a library for extracting semantic information from C++ source code that helps us deliver a practical and verifiable implementation of the fast dynamic casting algorithm.

• 한국철도학회논문집
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• 제8권4호
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• pp.308-313
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• 2005

In order to successfully propel the stormwater management program, administration plan of stormwater management is enacted in Spring, 2005. Hereafter, in a newly developing area such as a railway station, the best management practices should be established to control the nonpoint pollutant. Construction of a railway station means the increasing of imperviousness rate and lots of nonpoint pollutant emissions during rainfall. Therefore this research was performed to determine the pollutant EMC and to suggest the possible best management practice for treating nonpoint pollutants from a railway station. The $95\%$ confidence intervals of pollutant EMC were ranged to 69.4-115.2mg/L for TSS, 132.7-190.4mg/L for COD, 5.4-15.1ug/L for Oil & Grease, 4.9-12.4mg/L for TKN and 568.4-620.1ug/L for TP. The first flush criteria was ranged to 5-10mm accumulated rainfall using dynamic EMCs, Also laboratory reactor testing was performed. It shows that Zeolite media is useful for removing the washed-off pollutants from a railway station, especially for metal ions.

• 한국해안해양공학회지
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• 제18권1호
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• pp.53-62
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• 2006

이어도해양과학기지에 설치된 구조물 모니터링용 가속도계, 변형률계, 경사도계에서 계측한 동적신호를 분석하였다. 가속도 신호의 분석에서는 구조적 거동에 중요한 의미를 갖는 고유진동수를 도출할 수 있었으며 수치해석에서 얻은 고유진동수와 비교하였다. 변형률신호와 경사도신호도 함께 분석하여 동적응답의 현황도 파악하였다. 서로 다른 시점의 다양한 파고가 동특성에 미치는 영향도 분석하였다. 본 연구에서 축적한 이어도해양과학기지의 동특성은 추후 지속적인 모니터링을 통해 얻게 될 동특성과의 비교를 통해 구조물의 건전성과 노후도 및 손상정도를 파악하는데 이용될 수 있을 것이다.

• 한국정보처리학회:학술대회논문집
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• 한국정보처리학회 2010년도 추계학술발표대회
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• pp.925-928
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• 2010

무선 센서 네트워크는 제한된 에너지 자원을 갖는 많은 수의 센서 노드로 구성되어 있다. 제약된 에너지로 인해 정보를 효율적으로 수집하는 것은 무선 센서 네트워크의 중요한 문제이며 클러스터링 알고리즘 기술이 에너지 소비를 줄이기 위해 사용된다. 이러한 기법은 무선 네트워크의 확장성 및 수명을 향상시킬 수 있다. 본 논문에서는 무선 센서 네트워크를 위한 CPMS 클러스터링 프로토콜을 제안한다. CPMS 는 BCDCP(Base Station Controlled Dynamic Clustering Protocol) 나 BIDRP(Base Station Initiated Dynamic Routing Protocol)에 비해 우수한 성능을 보인다. CPMS 는 클러스터를 구성하고 잔존 에너지 비율이 높은 헤드 노드가 BS(BaseStation)로 데이터를 전송하게 한다. 또한 이 기법은 모드 선택 기법을 통하여 헤드 노드의 에너지를 절약할 수 있다. 시뮬레이션 결과 CPMS 는 현재의 클러스터링 기법보다 생존시간 및 메시지 전송량에서 우수한 성능을 보여준다.

• 한국콘텐츠학회논문지
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• 제2권1호
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• pp.104-112
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• 2002

본 논문에서 제안하는 동적 핸드오프 제어 방법(Dynamic Handoff Control Scheme: DHCS) 은 최적의 시점에 핸드오프 요구를 할 수 있도록 하기 위해 이동국(mobile station)의 속도를 측정하여 속도에 따른 핸드오프 요구 파일럿 세기(pilot strength)를 설정한다. 측정된 현재 기지국의 파일럿 세기가 핸드오프 요구 파일럿 세기보다 클 때, 즉 현재 기지국의 파일럿 세기가 충분히 커서 호가 절단될 가능성이 매우 낮다고 판단될 때 인접기지국의 파일럿 세기가 일정한 값보다 크더라도 핸드오프 요구를 안 하도록 한다. 또한 기지국의 입장에서는 핸드오프 호기 새로운 호에 비하여 우선적으로 처리할 뿐 아니라, 이동국에서 주기적으로 보내오는 큐 대기 종료 시간을 기준으로 우선 순위를 결정하여 시급한 호에 대하여 우선적으로 처리하도록 하여 이동국에 가능한 한 중단 없는 서비스를 제공하여 QoS(Quality of Service)를 보장하도록 하였다.

• Interaction and multiscale mechanics
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• 제3권4호
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• pp.365-372
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• 2010

Station is an important building in high-speed railway, and its vibration and noise may significantly affect the comfort of waiting passengers. A coupling vibration model for train-structure system is established to analyze and evaluate the vibration level of a typical waiting hall under dynamic train load. The motion of a four-axle vehicle with two suspension system is modeled in multi-body dynamics with linear springs and dampers employed. The station is modeled as a whole finite element structure which is 113 m in longitudinal and 163.5 m in lateral, and the stiffness of the station foundation is considered. According to the assumptions that both wheel and rail are rigid bodies and keep contact to each other in vertical direction, and the wheel/rail interaction and displacement coordination in horizontal direction is defined by the simplified Kalker creep theory, the vehicle spatial vibration model has 27 degrees-of-freedom. An overall analysis procedure is made of the train moving through the station, by which the dynamic responses of the train and the station are calculated. According to the comparison between analysis and test results, the actual connection status between different parts of the station is estimated and the vibration level of the waiting hall is evaluated.