• 한국신뢰성학회지:신뢰성응용연구
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• 제16권3호
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• pp.231-237
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• 2016

Purpose: It is not easy to suggest a quantitative data related to safety analysis. The objective of this paper is to propose a method of Safety Integrity Level (SIL) analysis and to suggest a SIL analysis result for single station controller in nuclear power plant based on IEC 61508. Methods: The Failure Modes and Effects Diagnostic Analysis (FMEDA) and average probability of failure on demand (PFD) are used for SIL assessment. Results: A SIL of single station controller is evaluated 4 by a reliability analysis results and PFD. Conclusion: A SIL analysis method and result for single station controller based on IEC 61508 are proposed in this paper. It can applicable for a manufacturer data in safety-related system.

• 조명전기설비학회논문지
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• 제19권1호
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• pp.175-181
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• 2005

본 논문에서는 자동화 시스템의 고속 정밀 제어를 위한 퍼지-PLL 제어기를 제안한다. 기존의 PLL 제어기는 넓은 데드존 때문에 지터 잡음을 발생하고, 긴 지연시간 때문에 고속 동작의 정밀제어에는 부적합 하다. 본 논문에서는 이러한 문제를 해결하기 위하여, 제어영역을 고속 제어와 정밀제어 영역으로 구분한다. 먼저 퍼지 제어 기법을 적용하여 신속한 과도응답을 수행하고, 오차가 설정된 범위에 진입하면 새로운 위상 주파수 검출기를 설계한 PLL 제어기를 사용하여 정밀제어를 수행한다. 제안된 다중 구조의 위상 주파수 검출기는 데드존과 지터 잡음을 개선하고, 상승 에지에서 동작하는 P-PFD와 하강 에지에서 동작하는 N-PFD로 구성하여 PLL의 응답 특성을 향상 시킨다.

• 조명전기설비학회논문지
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• 제23권2호
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• pp.108-114
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• 2009

데드존이나 비선형성이 존재하는 자동화 시스템의 고속 정밀제어를 위하여 새로운 하이브리드 적응제어 기를 제안한다. 제안된 시스템은 제어영역을 고속제어 영역과 정밀제어 영역으로 구분하여 제어한다. 먼저 퍼지 제어방식을 이용하여 고속제어를 수행하고, 오차가 설정된 범위 안에 진입하면 지터를 저감시킨 PFD를 이용한 PLL 제어기를 사용하여 정밀제어를 수행한다. 제안된 PFD는 데드존을 발생시키지 않아 지터 잡음과 응답특성을 개선하였다. 이론과 실험적인 연구가 수행되었고, 그 결과는 자동화 시스템의 제어 성능이 개선되었음을 입증한다.

• JSTS:Journal of Semiconductor Technology and Science
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• 제15권6호
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• pp.594-600
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• 2015

A 1.25 GHz multi-phase phase-rotating PLL is proposed for oversampling CDR applications and implemented with a low power and small area. Eight equidistant clock phases are simultaneously adjusted by the phase interpolator inside the PLL. The phase interpolator uses only two complementary clocks from a VCO, but it can cover the whole range of phase from $0^{\circ}$ to $360^{\circ}$ with the help of a PFD timing controller. The output clock phases are digitally adjusted with the resolution of 25 ps and both INL and DNL are less than 0.44 LSB. The proposed PLL was implemented using a 110 nm CMOS technology. It consumes 3.36 mW from 1.2 V supply and occupies $0.047mm^2$. The $jitter_{rms}$ and $jitter_{pk-pk}$ of the output clock are 1.91 ps and 18 ps, respectively.

• Smart Structures and Systems
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• 제26권2호
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• pp.195-211
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• 2020

Among anti-seismic technologies, base isolation is a very effective means of mitigating damage to structural and nonstructural components, such as equipment. However, most seismic isolation systems are designed for mitigating only horizontal seismic responses because the realization of a vertical isolation system (VIS) is difficult. The difficulty is primarily due to conflicting isolation stiffness demands in the static and dynamic states for a VIS, which requires sufficient rigidity to support the self-weight of the isolated object in the static state, but sufficient flexibility to lengthen the isolation period and uncouple the ground motion in the dynamic state. To overcome this problem, a semi-active VIS, called the piezoelectric inertia-type vertical isolation system (PIVIS), is proposed in this study. PIVIS is composed of a piezoelectric friction damper (PFD) and a leverage mechanism with a counterweight. The counterweight provides an uplifting force in the static state and an extra inertial force in the dynamic state; therefore, the effective vertical stiffness of PIVIS is higher in the static state and lower in the dynamic state. The PFD provides a controllable friction force for PIVIS to further prevent its excessive displacement. For experimental verification, a shaking table test was conducted on a prototype PIVIS controlled by a simple controller. The experimental results well agree with the theoretical results. To further investigate the isolation performance of PIVIS, the seismic responses of PIVIS were simulated numerically by considering 14 vertical ground motions with different characteristics. The responses of PIVIS were compared with those of a traditional VIS and a passive system (PIVIS without control). The numerical results demonstrate that compared with the traditional and passive systems, PIVIS can effectively suppress isolation displacement in all kinds of earthquake with various peak ground accelerations and frequency content while maintaining its isolation efficiency. The proposed system is particularly effective for near-fault earthquakes with long-period components, for which it prevents resonant-like motion.