• 한국지진공학회논문집
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• 제27권1호
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• pp.25-35
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• 2023

Considering the non-linear behavior of structure and soil when evaluating a nuclear power plant's seismic safety under a beyond-design basis earthquake is essential. In order to obtain the nonlinear response of a nuclear power plant structure, a time-domain SSI analysis method that considers the nonlinearity of soil and structure and the nonlinear Soil-Structure Interaction (SSI) effect is necessary. The Boundary Reaction Method (BRM) is a time-domain SSI analysis method. The BRM can be applied effectively with a Perfectly Matched Layer (PML), which is an effective energy absorbing boundary condition. The BRM has a characteristic that the magnitude of the response in far-field soil increases as the boundary interface of the effective seismic load moves outward. In addition, the PML has poor absorption performance of low-frequency waves. For this reason, the accuracy of the low-frequency response may be degraded when analyzing the combination of the BRM and the PML. In this study, the accuracy of the analysis response was improved by adjusting the PML input parameters to improve this problem. The accuracy of the response was evaluated by using the analysis response using KIESSI-3D, a frequency domain SSI analysis program, as a reference solution. As a result of the analysis applying the optimal PML parameter, the average error rate of the acceleration response spectrum for 9 degrees of freedom of the structure was 3.40%, which was highly similar to the reference result. In addition, time-domain nonlinear SSI analysis was performed with the soil's nonlinearity to show this study's applicability. As a result of nonlinear SSI analysis, plastic deformation was concentrated in the soil around the foundation. The analysis results found that the analysis method combining BRM and PML can be effectively applied to the seismic response analysis of nuclear power plant structures.

• 산업기술연구
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• 제25권B호
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• pp.55-62
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• 2005

This paper is the results of experimental and numerical works on analyzing the geotechnical engineering behavior and characteristics of excavated clay slope formed by the method of excavated replacement which is one of treatments in soft soil ground. For the centrifuge model tests, models of excavated clay slope were prepared by remolding the marine clayey soil sampled from the field. Tests were performed with changing the slope to investigate the behavior of them. On the other hand, numerical analyses were carried out to analyze the change of safety factor against instability of slope with time. Changes of pore water pressure, shear strength and displacement were also investigated. As results of centrifuge model tests with slopes of 1:1.5 and 1:3 using the confining body of simulating the effect of excavation, for the case of 1:1.5, slope failure occurred right after remove the confining body whereas relatively small displacements within the range of 3.2mm, implying to maintain the stability of slope, were observed for the case of 1:3 slope. From the results of numerical analyses using the software of PLAXIS to investigate the stability of slope after excavation, the minimum safety factor against slope failure was 1.28 for the case of 1:3 slope. The further researches in the future are required with considerations of build up of static pore water pressures during acceleration of centrifuge, depth of excavation influencing the behavior of the slope and permeability of the slope since excavation of the slope was not simulated well resulted from the limitations of apparatus at the stage of excavation during the centrifuge tests.

• 한국지반신소재학회논문집
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• 제14권4호
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• pp.11-21
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• 2015

도로분야에서 탄소배출을 줄이기 위해서는 아스팔트 및 시멘트를 대체하는 공법이 필요하다. 고분자 재료는 가벼우면서 가공이 쉬워 여러 가지 복합기능을 가지는 재료로, 제조공정에서 탄소배출이 적어 시멘트 등이 사용되는 흙포장을 대체한다면 그 효과가 클 수 있다. 본 연구에서는 유기계 고화제만 적용한 흙포장의 현장시험을 통한 사용성을 파악하였다. 실 규모의 자전거도로로 조성된 포장체는 3개월 노출 후에도 노상의 지지력계수 기준을 만족하는 것으로 나타났다. 포장 구조체의 장기 공용성을 단기간에 모사하는 포장가속시험으로 16억대의 자전거가 통과한 후 포장체의 상태에는 큰 변화가 없는 것으로 타나나 흙포장으로서 장기 공용성을 만족하는 것으로 평가되었다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2007년도 추계학술대회논문집
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• pp.297-302
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• 2007

Vibrating test of vehicle component can be possible in lab-based simulators instead of field testing owing to the development of technology in control algorithm as well as computational process. Currently, Multi-Axial Simulation Table(MAST) is recommended as a vibrating equipment, which excites a target component for 3-directional translation and rotation motion simultaneously and hence, vibrational condition can be fully approximated to that of real road test. But, the vibration-free performance of target component is not guaranteed with MAST system, which is only simulator subjective to the operator. Rather, the reliability of multi-axial vibration test is dependent on the quality of input profile which should cover the required severity of vibrating condition on target component. In this paper, multi-axial vibration testing methodology of vehicle component is presented here, from data acquisition of vehicle accelerations to the obtaining the input profile of MAST using severe data at proving ground. To compare the severity of vibration condition, between real road test and proving ground one, energy principle of equivalent damage is proposed to calculate energy matrices of acceleration data and then, it is determined the optimal combination of special events on proving ground which is equivalent to real road test at the aspects of vibration fatigue using sequential searching optimal algorithm. To explain the vibration methodology clearly, seat and door component of vehicle are selected as a example.

• Journal of Advanced Marine Engineering and Technology
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• 제37권1호
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• pp.114-120
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• 2013

최근 무선통신기반 내비게이션 시스템이 건물이나 선박과 같은 구조물의 내부에 적용되고 있다. 이러한 시스템이 안정된 방위각 정보를 얻는다면 이를 통하여 사용자의 진행 방향을 효과적으로 안내 할 수 있고 그에 따른 안내 성능을 향상시킬 수 있다. 기존의 방법은 지자기 및 가속도 센서(이하 방위각센서)를 이용하여 방위각 정보를 획득하므로 이는 자계의 영향에 민감하여 주위환경에 따라 불안정한 오차 범위를 가진다. 이러한 문제점을 개선하기 위하여 본 논문에서는 무선통신기반 이동노드의 변위와 회전각을 이용하여 새로운 상대방위각 추정 알고리즘을 제안한다. 제안한 알고리즘의 성능을 평가하기 위해 회전팔을 이용한 실험을 수행하였으며 그 결과 부가적인 센서를 이용하지 않고 상대방위각을 추정할 수 있음을 확인하였다.

• 한국정보통신학회논문지
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• 제21권12호
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• pp.2318-2324
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• 2017

차세대 암호로 대두 되고 있는 양자암호는 양자키전송 프로토콜과 양자비밀직접통신으로 나뉘어 연구되고 있다. 양자키전송 프로토콜은 사용상의 비효율성 때문에 현대암호와 병합하여 사용하거나 OTP를 포기한 형태로 사용될 수 있다. 본 고에서는 양자키전송이 아닌 직접통신을 양자암호화 하여 진행하는 알고리즘을 제안하였다. 양자비밀 직접통신을 구현하는 방식은 2채널 방식을 이용하였다. 두 채널 중 한쪽 채널에 아인슈타인의 중력장에의한 시간지연 함수를 적용하여 두 채널간 시간차를 적용하는 방식의 양자비밀직접통신 프로토콜을 설계 하였다. 제안하는 시간 지연 효과는 중력렌즈 현상을 반영한 것으로 점질량에 의한 시간지연을 제안하였다. 원심가속도를 이용한 중력 발생기는 점질량계에 포함되며 이를 이용한 시간지연은 중력계의 변화에 의한 상관관계를 보임을 알 수 있다.

• 한국항해학회지
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• 제23권2호
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• pp.29-42
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• 1999

An accurate method of estimating ship maneuverability needs to be developed to evaluate precisely and improve the maneuverability of ships according to the water depth. In order to estimate maneuverability by a mathematical model. The hydrodynamic forces acting on a ship hull and the flow field around the ship in maneuvering motion need to be estimated. The ship speed new the berth is very low and the fluid flow around a ship hull is unsteady. So, the transient fluid motion should be considered to estimate the drag force acting on the ship hull. In the low speed and short time lateral motion, the vorticity is created by the body and grow up in the acceleration stage and the velocity induced by the vorticity affect to the body in deceleration stage. For this kind of problem, CFD is considered as a goof tool to understand the phenomena. In this paper, the 2D CFD code is used for basic consideration of the phenomena to solve the flow in the cross section of the ship considering the ship is slender and the water depth is large enough. The flow fields Added and hydrodynamic forces for the some prescribed motions are computed and compared with the preliminary experiment results. The comparison of the force with measurement is shown a fairly good agreement in tendency. The 3D Potential Calculation based on the Hess & Smith Theory is employed to predict the surge, sway added mass and yaw added moment of inertia of hydrodynamic coefficients for M/V ESSO OSAKA according to the water depth. The results are also compared with experimental data. Finally, the sway added mass of hydrodynamic coefficients for T/S HANNARA is suggested in each water depth.

• 제어로봇시스템학회논문지
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• 제22권3호
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• pp.210-216
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• 2016

This paper presents a novel collision avoidance technique for mobile robots based on omni-directional vision simultaneous localization and mapping (SLAM). This method estimates the avoidance path and speed of a robot from the location of an obstacle, which can be detected using the Lucas-Kanade Optical Flow in images obtained through fish-eye cameras mounted on the robots. The conventional methods suggest avoidance paths by constructing an arbitrary force field around the obstacle found in the complete map obtained through the SLAM. Robots can also avoid obstacles by using the speed command based on the robot modeling and curved movement path of the robot. The recent research has been improved by optimizing the algorithm for the actual robot. However, research related to a robot using omni-directional vision SLAM to acquire around information at once has been comparatively less studied. The robot with the proposed algorithm avoids obstacles according to the estimated avoidance path based on the map obtained through an omni-directional vision SLAM using a fisheye image, and returns to the original path. In particular, it avoids the obstacles with various speed and direction using acceleration components based on motion information obtained by analyzing around the obstacles. The experimental results confirm the reliability of an avoidance algorithm through comparison between position obtained by the proposed algorithm and the real position collected while avoiding the obstacles.

• Structural Engineering and Mechanics
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• 제54권2호
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• pp.257-289
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• 2015

Shear connectors are generally used to link the slab and girders together in slab-on-girder bridge structures. Damage of shear connectors in such structures will result in shear slippage between the slab and girders, which significantly reduces the load-carrying capacity of the bridge. Because shear connectors are buried inside the structure, routine visual inspection is not able to detect conditions of shear connectors. A few methods have been proposed in the literature to detect the condition of shear connectors based on vibration measurements. This paper proposes a different dynamic condition assessment approach to identify the damage of shear connectors in slab-on-girder bridge structures based on power spectral density transmissibility (PSDT). PSDT formulates the relationship between the auto-spectral densities of two responses in the frequency domain. It can be used to identify shear connector conditions with or without reference data of the undamaged structure (or the baseline). Measured impact force and acceleration responses from hammer tests are analyzed to obtain the frequency response functions at sensor locations by experimental modal analysis. PSDT from the slab response to the girder response is derived with the obtained frequency response functions. PSDT vectors in the undamaged and damaged states can be compared to identify the damage of shear connectors. When the baseline is not available, as in most practical cases, PSDT vectors from the measured response at a reference sensor to those of the slab and girder in the damaged state can be used to detect the damage of shear connectors. Numerical and experimental studies on a concrete slab supported by two steel girders are conducted to investigate the accuracy and efficiency of the proposed approach. Identification results demonstrate that damages of shear connectors are identified accurately and efficiently with and without the baseline. The proposed method is also used to evaluate the conditions of shear connectors in a real composite bridge with in-field testing data.

• 한국컴퓨터정보학회논문지
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• 제16권12호
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• pp.167-174
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• 2011

본 논문에서는 차량의 CO2 배출량을 추정하기 위한 방법들을 설명하였다. 전 세계적으로 에너지와 환경의 중요성이 부각되고 있으며 자동차 부문의 기술개발에서도 이 점이 크게 강조되고 있다. 특히 CO2는 지구 온난화에 영향을 미치는 온실가스로 배출 규제 대상이 되고 있다. 차량의 주행 거리에 따른 CO2 배출량 추정 방법, 기후 변화 위원회(IPCC))에서 제시한 CO2 배출량 추정 방법, MAF(Mass Air Flow)와 옥탄의 화학반응식을 이용한 CO2 배출량 추정 방법 등에 대해서 설명하고 각각의 방법들의 성능을 비교하였다. 각각의 CO2 추정 방법들에 대한 성능을 확인하기 위해 실차를 이용하여 약 5km의 도로를 주행하면서 OBD-II 포트로 차량의 진단 정보를 획득하고, 주행 거리, 연료 소모량을 구하였다. 정속 주행에서는 비슷한 CO2 배출량 결과를 얻었고, 급가속 주행에서는 IPCC 방식과 화학반응식 방식이 보다 현실적인 배출량 결과를 보임을 확인하였다.