• Journal of the Korean Society for Railway
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• v.14 no.2
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• pp.167-173
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• 2011

This paper considers the problem of revising train departure time to reduce electric power consumption of mass rapid transit (MRT) railways. The motion of a train running between stations is divided into three phases: traction, coasting, and deceleration phases. The traction phase requires high electric power to operate MRT railways. In the coasting phase, the train moves stably by consuming little or no power. The deceleration phase is a braking mode and produces some electric power called regenerated brake power owing to inertia force for the train generated In the traction and coasting phases. The regenerative energy can be used by other accelerating trains within a specific range from the train and thereby the power consumptions of train can be reduced. We developed a mixed integer programming model to solve the problem. To validate the suggested model, a computational experiment was conducted using real data from Korea Metropolitan Subway.

• Journal of the Korean Geotechnical Society
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• v.33 no.7
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• pp.17-28
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• 2017

This paper presents the investigation of dynamic behavior of a single pile in dry sand based on 1g shaking table tests. The natural frequency of soil-pile system was measured, and then a range of loading frequency was determined based on the natural frequency. Additionally, the studies were performed by controlling loading accelerations, pile head mass and connectivity conditions between pile and cap. Based on the results obtained, relatively larger pile head displacement and bending moment occur when the loading frequency is larger than the natural frequency of soil-pile system. However, the slope of the p-y curve is smaller in the similar loading frequency. Also, it was found that inertia force like input acceleration and pile head mass, and relation of the natural frequency of soil-pile system and input frequency have a great influence on the slope of dynamic p-y curve, while pile head conditions don't.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.5 no.1
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• pp.25-38
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• 1993

Numerical models of directional wave spectra for the analysis of offshore structural cable responses are verified. Alternative spreading models are used to predict wave-induced flows in water and for mooring systems. Hydrodynamic wave forces upon cable are estimated. using a Morison formula encompassing considerations for drag and for inertial forces both parallel and tangential to the slope of the cable. Numerical analysis for directional random waves. including consideration of displacement and velocity, trajectory, phase plane response. and tension are shown for mooring system cable responses at both the tether point for a buoy and at the anchor point. The effects of wave forces far different drag coefficients, various significant wave heights, and selected wave parameters are considered in the analysis. For the specific systems considered in the examples, it is demonstrated that wave period and height as well as wave spreading function parameters and drag coefficients, have an important effect upon the dynamic responses of the cable-buoy systems.

• Proceedings of the Korean Vacuum Society Conference
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• 2010.08a
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• pp.1-1
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• 2010

핵융합에너지는 1930년대 한스 베테에 의해 태양과 별 에너지의 근원임이 밝혀진 후 소핵 폭탄실험 성공으로 그 위력적인 에너지를 인공적으로 만들 수 있음을 세상에 드러내게 된다. 그 뒤 이 에너지의 평화적인 이용 노력이 시작되었고 1958년 스위스에서 핵융합에너지의 평화적 이용에 대한 첫 국제회의가 열리게 되면서 에너지원으로서의 연구를 통해 냉전시대의 경쟁 대상의 과학기술의 하나로 부각되면서 눈부신 성능 향상을 보여주게 되었다. 아직 여러 어려운 관문이 남아있지만 기후변화와 에너지원 고갈에 의한 새로운 에너지원에 대한 강력한 필요성이 제기되면서 ITER와 같은 대형 국제공동연구시설 건설이 시작되었고 2030년대에는 최초의 핵융합발전소를 건설하려는 꿈도 그려가고 있다. 핵융합에너지를 얻는 방식에는 여러 방법이 시도되었는데 현재는 자기장을 이용해 플라즈마를 핵융합반응이 일어나기에 충분한 시간동안 가두는 자기핵융합방식과 관성으로 플라즈마를 가두는 관성핵융합방식으로 크게 구분할 수 있다. 자기핵융합방식의 경우 플라즈마를 만들고 가열하여 핵융합반응 확률이 높은 고온으로 가열하고 그 조건을 오래 지속시키는 기술들이 필요한데 이 기술들은 오늘날의 거의 모든 극한기술들이 망라되어 적용되는데 초전도, 고주파/ 초고주파, 대전력 공급, 대형 시설 실시간 제어기술, 대규모 신호처리기술, 고온 플라즈마 진단 기술, 대규모 시스템 시뮬레이션 기술 등이 그것이다. 여기에 또한 중요한 기술의 하나로 초고진공 기술이 필요하다. 이러한 기술이 집약되고 서로 통합되어 하나의 목적을 위해 쓰여지도록 고안되고 만들어진 장치가 자기핵융합 장치이며 따라서 현대의 자기핵융합장치들은 굉장히 복잡하며 대형 시설로 지어질 수밖에 없다. 우리나라는 1970년대 말부터 소형의 플라즈마 연구시설을 시작으로 자기핵융합 연구를 시작하면서 인력 양성을 시작하였으며 가속기 등 대형 연구시설이 본격적으로 지어지던 1990년대에 세계적으로 유래가 없는 초전도 자기핵융합장치인 KSTAR장치 건설 프로젝트를 시작하게 되었다. 총 11년이 넘는 건설기간 동안 여러 학교와 연구기관, 그리고 산업체가 참여하여 성공적으로 시운전을 실시하였으며 당당히 세계적인 장치를 통한 핵융합연구 대열에 동참하게 되었다. 이를 통한 기술 개발의 결과로 국제적 공동연구장치 ITER의 건설사업에 참여하게 되었고 KSTAR와 ITER를 통해 핵융합 에너지 상용화 기술 개발을 국가적인 기술개발의 목표로 결정하고 연구개발계획을 전략적으로 세워 진행하고 있다. 이번 논문에서는 자기핵융합의 특징과 연구 동향을 통해 우리나라의 기술 수준을 조망하고 특히 진공 기술 분야와의 상호 의존적 영향 분석을 통해 공동의 발전 방향을 모색해 보려고 한다.

• Journal of Korea Water Resources Association
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• v.52 no.1
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• pp.1-10
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• 2019

This study investigates the flow characteristics, such as velocity distributions, size and location of recirculation zone, longitudinal flow change rates, and bifurcation discharge ratio in the bifurcation channel by TELEMAC-2D, a 2D numerical model. The numerical model is validated by previous experimental results and the numerical results are in relatively good agreement with the experimental results, such as the water surface elevation and velocity distribution in the channels. As the inertial force and moment in the main channel decrease, the bifurcation discharge ratio increases, and the relative high velocity distribution becomes wider and the reverse velocity of the main stream decreases in the branch channel. As the bifurcation discharge ratio increases, the size of the recirculation zone in the branch channel decreases and it can be more clearly calculated by determining the point where the longitudinal froude number $Fr{\approx}0$ as well as drawing the distribution of the streamline distribution.

• Journal of the Korean Geotechnical Society
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• v.38 no.5
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• pp.19-33
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• 2022

Newmark's sliding block analysis is the most commonly used method for predicting earthquake-induced permanent displacement of embankment slopes. Additionally, it yields the amount of slip circle sliding using the limit equilibrium theory. Thus, permanent displacement does not occur until the seismic load exceeds the yield acceleration, which induces sliding of the slip circle. The evolution of Newmark's sliding block analysis has been made by introducing the numerical seismic response analysis results since it was introduced. This study compares seismic performance evaluation results for the example enclosure dam section with the analysis methods. As a result, earthquake-induced permanent displacement using Newmark's sliding block analysis did not occur for the enclosure dam, indicating a high safety factor. However, nonlinear response history analysis gave reasonable results.

• Composites Research
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• v.34 no.6
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• pp.350-356
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• 2021

When a ship with a planing line operates or turns in a straight line, the floating position and trim change according to the speed, and a large resistance is generated on the hull. In this paper, the resistance to a planing line was estimated through the computational fluid dynamics of a leisure boat with improved hull weight and durability by applying a carbon composite material to the hull. The resistance performance of the bow and stern of the 18ft class leisure boat was checked and the flow field of the entire vessel was estimated, and the stability of the planing line was confirmed by comparing the resistance of each trim through numerical analysis. In addition, it was confirmed that the designed planing line could withstand it sufficiently because the force applied to the hull was not large, and The stability of the boat was analyzed by calculating the wavelength of the wave and the length of the ship as the ratio of gravity to the inertial force and checking how much force the rolling occurred.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.35 no.5
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• pp.309-316
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• 2022

This study proposes a finite element analysis method that can analyze the vibration of a beam by considering the inertia effect of moving masses in a vertical direction. The proposed method is effective when a precise interaction analysis is not required. The inertial effects of the moving masses are included in the equation of motion, and the interaction forces between the masses and the beam are considered only as external loads. Time domain analyses were performed using Abaqus, a general-purpose finite element analysis software, and an implementation method using multi-point constraints wais presented to link the displacements of the beam element nodes and moving rigid masses. The proposed method was verified by comparing its solution with that obtained using an existing analytical method, and the analysis results for continuous beam vibrations under dynamic gait loadings were used to examine the mass effect of pedestrians.

• Proceedings of the KIEE Conference
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• 2002.07b
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• pp.935-938
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• 2002

본 논문은 회전자에 영구자석을 사용한 2극 단상 브러시리스 모타에서의 기동토오크 특성에 관한 연구결과를 소개함에 목적이 있다. 본 논문에서와 같은 구조의 모타에서의 토오크는 전자기력에 의한 기동력과 코깅 토오크에 의한 영향력 두가지로 구분다. 본 논문에서는 기동토오크의 이론적 구조식을 유도하고, 문리 적 운동방정식과 결합하여 기동시 나타나는 특성을 나타내었다. 본 논문의 목적은 보다 보편적인 기동토오크에 의한 회전자의 운동을 구명하고자 함인데, 이 목적을 위하여 일반적 전원으로 사용하는 연속 직류전류가 아니라, 비연속적이고 정현파 형태의 일펄스 반파 전류를 전원으로 사용하였다. 이때 나타나는 임펄스 응답특성은, 전류를 흘렸을 때, 대부분의 경우 모타의 회전자는 전류의 주기와 다른 주기를 가지고 반회전하였다. 모타 회전자의 반전주기는 입력전압, 영구자석의 자화의 강도, 그리고 관성계수 및 마찰 계수와 같은 기계적 상수에 의해 영향을 받는 것을 알수 있는데, 반전주기 속도가 모타의 동기속도와 적절하지 않는 경우, 모타의 회전은 이루어 지지 않거나 심한 흔들림(CHATTERINC)의 현상이 나타남을 발견하였다. 이러한 결과를 바탕으로 모타의 회전자를 동기속도로 구동을 하도록 하기위한 조건을 구하였다.

• Transactions of the Korean Society of Mechanical Engineers
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• v.2 no.3
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• pp.62-68
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• 1978

The influences of the large amplitude free vibrations of simply supported Timoshenko beams with ends restrained to remain a fixed distance apart and with no axial restraints, which cause a longitudinal elastic force and a longitudinal inertia force, respectively, are investigated. The equations of motion derived by an appropriate linearizarion of the nonlinear strain- displacement relation have nonlinear terms arising from large curvature, longitudinal elastic force and longitudinal inertia force. The fourth order nonlinear partial differential equations for the deflection, can be reduced to the nonlinear ordinary differential equations by means of Galerkin procedure and a modal expansion. The general response and frequensy-amplitude relations are derived by the perturbation method of strained parameters. Comparison with previously published results is made.