• 전기학회논문지
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• 제61권11호
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• pp.1732-1736
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• 2012

To increase speed up of train, in the field of catenary system, it is necessary to develop of new monitoring methods for dynamic interaction between pantograph and contact wire. Also, there is a need to develop technologies that constantly measure are from various railway structure such as uplift of contact wire, vibration of catenary, dynamic strain of contact line in tunnel. In this paper condition monitoring systems for dynamic performance of catenary systems in tunnel were proposed. An advanced method and results of field tests using high speed camera for monitoring of vertical upward movement of the grooved contact wire due to the force produced from the pantograph were presented. The proposed uplift measurement system of contact wire is expected to enhance precision of current collection quality performance assessment methods at high-speed lines.

• ETRI Journal
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• 제26권1호
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• pp.27-37
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• 2004

The architecture in a differentiated services (DiffServ) network is based on a simple model that applies a per-class service in the core node of the network. However, because the network behavior is simple, the network structure and provisioning is complicated. If a service provider wants dynamic provisioning or a better bandwidth guarantee, the differentiated services network must use a signaling protocol with QoS parameters or an admission control method. Unfortunately, these methods increase the complexity. To overcome the problems with complexity, we investigated scalable dynamic provisioning for admission control in DiffServ networks. We propose a new scalable $qDPM^2$ mechanism based on a centralized bandwidth broker and distributed measurement-based admission control and movable boundary bandwidth management to support heterogeneous QoS requirements in DiffServ networks.

• 한국소음진동공학회논문집
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• 제23권11호
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• pp.987-995
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• 2013

One of the most important processes to accurately predict structural responses is to evaluate accurate structural dynamic characteristics using finite element(FE) models. The numerical structural dynamic characteristics usually show considerable discrepancies with the measured ones because structural details are commonly simplified in the FE models. To identify such discrepancies, FE models of them have been calibrated using the measured dynamic characteristics in previous researches. In this study, the dynamic characteristics were measured for a historic cathedral and the FE model of it was calibrated using the measured results as a reference. Finally, a procedure of the FE model construction for the unreinforced masonry cathedral were tentatively proposed.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2005년도 ICCAS
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• pp.1897-1902
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• 2005

The objective of this paper is to estimate the concentration distribution in flow field inside the pipeline based on electrical impedance tomography. Special emphasis is given to the development of dynamic imaging technique for two-phase field undergoing a rapid transient change. Nonlinearity-compensation extended Kalman filter is employed to cope with unexpected measurement uncertainty. The nonlinearity-compensation extended Kalman filter compensates for the influence of measurement uncertainty and solves the instability of extended Kalman filter. Extensive computer simulations are carried out to show that nonlinearity-compensation extended Kalman filter has enhanced estimation performance especially in the unexpected measurement environment.

• 전기전자학회논문지
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• 제6권1호
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• pp.102-110
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• 2002

측정잡음이 시간에 순차적으로 상관된 경우의 동적 시스템에서의 다중 고장들을 검출하고 진단하는 효과적인 방법을 제시하였다. 제안된 고장검출 및 진단기법은 수정된 상호간섭다중모델 추정 알고리즘을 기반으로 하며 이것은 유색잡음에 대해 자기회귀 모델을 사용하고 측정 차분법을 적용함으로써 일반 비상관 프로세스를 설계하여 상호간섭다중모델 추정 알고리즘에 적용한 것이다.

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2003년도 춘계학술발표대회 개요집
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• pp.143-145
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• 2003

The purpose of research is to measure power and dynamic resistance value through RMS module. Specially designed RMS-DC hardware module was tested. Its output which is obtained every half cycle was compared with that of commercial weld checker. The results show good agreement and the relative error in the measurement was found to be around 5%.

• 한국항공우주학회지
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• 제30권2호
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• pp.52-58
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• 2002

구조물의 안정성을 진단하기 위해서는 동적 변형률을 측정하는 것은 중요하다. 본 논문에서는 동적 변형률을 측정할 수 있는 새로운 형태의 외부 패브리-페로 간섭계를 제안하였다. 본 센서의 두 번째 반사면은 금으로 증착 처리하여 반사율을 증가 시켰으며 센서의 이름을 금증착 EFPI 센서(G-EFPI)라고 표시하였다. 동적 변형률 측정 원리를 설명하기 위해 두 가지 광손실 모델을 제안하였고 실험도 수행하였다. 이들을 통해 두 반사면의 간극이 증가하면 광손실이 증가하여 센서 신호의 광강도가 감소하며 반대로 간극이 감소하면 광손실이 감소하여 광강도는 증가함을 보였다. 또한 변형 방향에 민감한 G-EFPI 센서를 제작하기 위한 최적의 간극을 제안하였다. 마지막으로 G-EFPI 센서를 이용하여 복합재료의 동적 변형률을 측정하였다.

• 화약ㆍ발파
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• 제35권3호
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• pp.15-20
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• 2017

발파 하중에 대한 암석의 동적 응답 특성을 획득하기 위해서는, 내충격 고감도의 충격하중센서가 필요하다. 이러한 충격 하중 센서는 석영(quartz) 하중셀, 압전소자(piezoelectric element), 변형률 게이지를 적용하여 제작되고 있으나, 석영 및 압전소자의 경우 고가이기 때문에, 충격하중가압시험과 같이 압력 센서의 손상이 빈번한 경우에는 제약이 따르게 된다. 본 연구에서는 원통형 압축셀에 변형률 게이지 측정원리를 적용한 내충격 고감도 하중센서를 개발하였다. 개발된 하중 센서는 Nonex Rock Cracker (NRC) 구동 고속충격 하중 장치를 이용한 화강암 동적 압열 인장 실험에 적용하여 동적하중이력의 측정에 적용되었다. 그 결과, NRC 구동 고속충격하중장치는 암석 강도의 중간 변형률 속도 의존성 연구에 적용 가능한 것으로 파악되었다.

• 한국군사과학기술학회지
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• 제12권4호
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• pp.491-499
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• 2009

The determination of response characteristics for pressure sensors is routinely limited to static calibration against a deadweight pressure standard. The strength of this method is that the deadweight device is a primary standard used to generate precise pressure. Its weakness lies in the assumption that the static and dynamic responses of the sensor in question are equivalent. Differences in sensor response to static and dynamic events, however, can lead to serious measurement errors. Dynamic techniques are required to calibrate pressure sensors measuring dynamic events in milliseconds. In this paper, a dynamic calibration using negative going dynamic pressure is proposed to determine dynamic pressure response for piezoelectric sensors. Sensitivity and linearity of sensor by the dynamic calibration were compared with those by the static calibration. The uncertainty of calibration results and the goodness of fit test of linear regression analysis were presented. The results show that the dynamic calibration is applicable to determine dynamic pressure response for piezoelectric sensors.

• Smart Structures and Systems
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• 제12권3_4호
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• pp.363-379
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• 2013

Dynamic displacement of structures is an important index for in-service structural condition and behavior assessment, but accurate measurement of structural displacement for large-scale civil structures such as long-span bridges still remains as a challenging task. In this paper, a vision-based dynamic displacement measurement system with the use of digital image processing technology is developed, which is featured by its distinctive characteristics in non-contact, long-distance, and high-precision structural displacement measurement. The hardware of this system is mainly composed of a high-resolution industrial CCD (charge-coupled-device) digital camera and an extended-range zoom lens. Through continuously tracing and identifying a target on the structure, the structural displacement is derived through cross-correlation analysis between the predefined pattern and the captured digital images with the aid of a pattern matching algorithm. To validate the developed system, MTS tests of sinusoidal motions under different vibration frequencies and amplitudes and shaking table tests with different excitations (the El-Centro earthquake wave and a sinusoidal motion) are carried out. Additionally, in-situ verification experiments are performed to measure the mid-span vertical displacement of the suspension Tsing Ma Bridge in the operational condition and the cable-stayed Stonecutters Bridge during loading tests. The obtained results show that the developed system exhibits an excellent capability in real-time measurement of structural displacement and can serve as a good complement to the traditional sensors.