• 대한기계학회논문집A
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• 제38권1호
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• pp.37-44
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• 2014

본 연구에서는 전기이륜차의 1회충전주행거리를 알아보기 위해 도로 주행시험과 차대동력계(Chassis Dynamometer) 주행시험을 하였다. 도로주행시험은 대전시(Daejeon Metropolitan City)의 도로 중 대표적인 3가지 루트에서 주행시험을 하였다. 차대동력계를 이용한 CVS-40모드 주행시험의 경우 도로 부하조건을 다양하게 설정하여 CVS-40 모드주행을 실시하였다. 본 연구를 통하여 도로에서의 전기이륜차의 1회 충전주행거리(Per-Charge Range Testing)를 확인하고, 차대동력계 도로부하 설정방법에 따른 주행거리 및 에너지소비효율을 측정하였다. 이를 통해 실도로 주행시험과 차대동력계 주행시험을 비교하여, 차대동력계 실험에서도 전기이륜차 1회충전주행거리시험이 실도로에서의 주행조건과 근접한 결과를 갖는 도로부하 설정에 대해 연구하였다.

• 제어로봇시스템학회논문지
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• 제12궈1호
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• pp.33-40
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• 2006

We present a new technological concept named RCP (Robotic Cellular Phone), which combines RT and CP. That is an ubiquitous robot. RCP consists of 3 sub-modules, RCP Mobility, RCP interaction, and RCP Integration. RCP Interaction is the main focus of this paper. It is an interactive emotion system which provides CP with multi-emotional signal receiving functionalities. RCP Interaction is linked with communication functions of CP in order to interface between CP and user through a variety of emotional models. It is divided into a tactile, an olfactory and a visual mode. The tactile signal receiving module is designed by patterns and beat frequencies which are made by mechanical-vibration conversion of the musical melody, rhythm and harmony. The olfactory signal receiving module is designed by switching control of perfume-injection nozzles which are able to give the signal receiving to the CP-called user through a special kind of smell according to the CP-calling user. The visual signal receiving module is made by motion control of DC-motored wheel-based system which can inform the CP-called user of the signal receiving through a desired motion according to the CP-calling user. In this paper, a prototype system is developed far multi-emotional signal receiving modes of CP. We describe an overall structure of the system and provide experimental results of the functional modules.

• Structural Engineering and Mechanics
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• 제71권4호
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• pp.391-405
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• 2019

Compared to the ambient vibration test mainly identifying the structural modal parameters, such as frequency, damping and mode shapes, the impact testing, which benefits from measuring both impacting forces and structural responses, has the merit to identify not only the structural modal parameters but also more detailed structural parameters, in particular flexibility. However, in traditional impact tests, an impacting hammer or artificial excitation device is employed, which restricts the efficiency of tests on various bridge structures. To resolve this problem, we propose a new method whereby a moving vehicle is taken as a continuous exciter and develop a corresponding flexibility identification theory, in which the continuous wheel forces induced by the moving vehicle is considered as structural input and the acceleration response of the bridge as the output, thus a structural flexibility matrix can be identified and then structural deflections of the bridge under arbitrary static loads can be predicted. The proposed method is more convenient, time-saving and cost-effective compared with traditional impact tests. However, because the proposed test produces a spatially continuous force while classical impact forces are spatially discrete, a new flexibility identification theory is required, and a novel structural identification method involving with equivalent load distribution, the enhanced Frequency Response Function (eFRFs) construction and modal scaling factor identification is proposed to make use of the continuous excitation force to identify the basic modal parameters as well as the structural flexibility. Laboratory and numerical examples are given, which validate the effectiveness of the proposed method. Furthermore, parametric analysis including road roughness, vehicle speed, vehicle weight, vehicle's stiffness and damping are conducted and the results obtained demonstrate that the developed method has strong robustness except that the relative error increases with the increase of measurement noise.

• 한국항공우주학회지
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• 제46권11호
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• pp.934-943
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• 2018

고기동 위성은 영상획득수량 등의 주요 임무성능을 향상시킬 수 있는 진보된 위성으로, 특히 지구관측분야에서 그 수요가 꾸준히 증대되고 있다. 본 논문은 고-토크 리액션휠을 장착한 위성의 기동성능을 높일 수 있는 자세제어 기법을 연구한다. 크게 3가지의 서로 독립된 방법을 제안하며, 위성 자세제어 시스템에 따라 모든 방법을 적용하거나 1-2개 방법만 적용하는 것도 가능하다. 각 방법을 요약하면 다음과 같다. 첫 번째로, 기존 피드백 제어기에 피드포워드(자세명령) 입력을 추가한 피드포워드/피드백 제어기를 소개하고 그 장단점을 요약한다. 두 번째로, 리액션휠 클러스터의 토크/모멘텀 용량을 최대한 활용하는 방법을 제안한다. 세 번째로, 마찰토크를 보상하는 토크기반 리액션휠 제어기법을 소개한다. 시뮬레이션을 통해 기존 피드백 제어기에 비해, 피드포워드/피드백 제어기를 적용 시 기동성이 향상됨을 확인하였다. 특히, 기동각이 클 때, 정착시간 감소가 두드러짐을 확인하였다.

• International Journal of Computer Science & Network Security
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• 제21권6호
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• pp.156-160
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• 2021

Every day brings a new challenge to the humanities. Life nowadays needs accuracy, privacy, integrity, authenticity, and security to run life systems especially the monetary system. Things now differ from previous centuries. Multiple varieties in digital banking have opened the new and most advanced innovations for human beings. The monetary system is going to developed day by day to facilitate the public. Electronic money has amazed the world and gave a challenge to central banking. For this purpose, there will be a need for strict security, information, and confidence. Blockchain technology has opened new gateways. Bitcoin has become the most famous digital currency, which has created a thunderstorm in digital marketing. Blockchain, as a new Financial Technology, has satisfied all the security issues and satisfied doing business in secure ways that encourage investors to invest and keep the world business wheel. Assessment of the sustainability of implementing Bitcoin in financial institutions will be discussed. Every new system has its pros and cons in which a clear vision of what we are about to use can be sought. Through this research paper, a demonstration of the monetary system evolution, the new ways of doing business, some evidence in a form of academic cases will be demonstrated through comparison a table, a suggested method to transfer to the new system in safe mode will be proposed, and a conclusion will be concluded.

• Tribology and Lubricants
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• 제38권2호
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• pp.33-40
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• 2022

In this study, we present rotor dynamic analysis and operation test of a turbo expander for a hydrogen liquefaction plant. The turbo expander consists of a turbine and compressor wheel connected to a shaft supported by two hydrostatic radial and thrust bearings. In rotor dynamic analysis, the shaft is modeled as a rigid body, and the equations of motion for the shaft are solved using the unsteady Reynolds equation. Additionally, the operating test of the turbo expander has been performed in the test rig. Pressurized helium is supplied to the bearings at 8.5 bar. Furthermore, we monitor the shaft vibration and flow rate of the helium supplied to the bearings. The rotor dynamic analysis result shows that there are two critical speeds related with the rigid body mode under 40,000 rpm. At the first critical speed of 36,000 rpm, the vibration at the compressor side is maximum, whereas that of the turbine is maximum at the second critical speed of 40,000 rpm. The predicted maximum shaft vibration is 3 ㎛, whereas sub-synchronous vibration is not presented. The operation test results show that there are two critical speeds under the rated speed, and the measured vibration value agrees well with predicted value. The measured flow rate of the helium supplied to the bearing is 2.0 g/s, which also agrees well with the predicted data.

• 대한토목학회논문집
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• 제26권1A호
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• pp.219-228
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• 2006

경량콘크리트는 보통콘크리트에 비해 가볍다는 장점 때문에 자중의 영향을 많이 받는 장지간 교량과 고층건물에 자주 적용되고 있다. 국내에서는 고층건물에 적용된 예는 있으나 교량에 적용된 실적은 없는 상태이다. 본 연구에서는 고강도 경량 콘크리트의 펀칭전단강도에 대한 실험적 연구를 수행하였으며, 그 결과를 나타내었다. 이를 위하여 고강도 경량콘크리트와 보통콘크리트를 이용한 단순판을 각각 2개씩 제작하였으며, 단순판의 중앙부에 정적하중을 파괴시까지 재하하였다. 경량콘크리트의 압축강도는 47 MPa이며 보통콘크리트의 압축강도는 32 MPa이다. 실험결과 모든 실험체는 펀칭전단으로 파괴되었으며, 파괴시까지 고강도 경량콘크리트를 사용한 단순판의 거동은 일반 콘크리트를 사용한 바닥판과 유사한 거동 특성을 나타내었다. 실험결과를 토대로 고강도 경량콘크리트를 교량바닥판에 적용시 바닥판의 안전성 및 사용성을 분석하였다.

• 한국산학기술학회논문지
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• 제21권5호
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• pp.77-83
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• 2020

오늘날 자동차 산업의 기술 발전으로 4륜구동 기술이 승용차에도 적용되고 있으며, 이를 위해 트랜스퍼 케이스용 건식 다판클러치가 사용되고 있다. 하지만 건식 클러치의 경우 진동에 대한 문제가 발생하여 승차감에 영향을 주게 된다. 이를 해결하기 위해 4륜 구동장치의 핵심부품인 트랜스퍼케이스에 있는 다판클러치의 체결시 발생하는 충격을 저감시키고자 MR유체가 적용된 다판클러치를 제안한다. MR 다판클러치는 유체커플링 모드와 압착모드를 가지게 되며, 최적 설계를 위해 토크모델을 유도하였다. 다판클러치의 설계변수를 최적화를 위해 Ansys Maxwell을 이용하여 해석을 수행하였고, 전자기장 해석은 디스크와 플레이트의 수를 변경하였을 때 자기장의 세기를 확인하였으며, 자기장의 세기는 최대 0.45 Tesla가 도출되었다. 이를 토크방정식에 적용하여 플레이트 사이 간격을 2mm로 플레이트의 내경과 외경을 각각 45mm와 55mm로 선정하였다. 이와 같이 본 논문에서는 MR 다판클러치의 성능을 극대화할 수 있는 최적 설계기법을 제안하였다.

• Steel and Composite Structures
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• 제48권2호
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• pp.207-233
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• 2023

Steel-concrete composite box girder bridges are widely used in the construction of highway and railway bridges both domestically and abroad due to their advantages of being light weight and having a large spanning ability and very large torsional rigidity. Composite box girder bridges exhibit the effects of shear lag, restrained torsion, distortion and interface bidirectional slip under various loads during operation. As one of the most commonly used calculation tools in bridge engineering analysis, one-dimensional models offer the advantages of high calculation efficiency and strong stability. Currently, research on the one-dimensional model of composite beams mainly focuses on simulating interface longitudinal slip and the shear lag effect. There are relatively few studies on the one-dimensional model which can consider the effects of restrained torsion, distortion and interface transverse slip. Additionally, there are few studies on vehicle-bridge integrated systems where a one-dimensional model is used as a tool that only considers the calculations of natural frequency, mode and moving load conditions to study the dynamic response of composite beams. Some scholars have established a dynamic analysis model of a coupled composite beam bridge-train system, but where the composite beam is only simulated using a Euler beam or Timoshenko beam. As a result, it is impossible to comprehensively consider multiple complex force effects, such as shear lag, restrained torsion, distortion and interface bidirectional slip of composite beams. In this paper, a 27 DOF vehicle rigid body model is used to simulate train operation. A two-node 26 DOF finite beam element with composed box beams considering the effects of shear lag, restrained torsion, distortion and interface bidirectional slip is proposed. The dynamic analysis model of the coupled composite box girder bridge-train system is constructed based on the wheel-rail contact relationship of vertical close-fitting and lateral linear creeping slip. Furthermore, the accuracy of the dynamic analysis model is verified via the measured dynamic response data of a practical composite box girder bridge. Finally, the dynamic analysis model is applied in order to study the influence of various mechanical effects on the dynamic performance of the vehicle-bridge system.