• 전기학회논문지
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• 제58권9호
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• pp.1674-1680
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• 2009

This paper proposes an autonomous fault determination, fault zone isolation and fault restoration strategy based on the ethernet communication as a new attempt to solve the problem the of the existing central control method. In proposed method, The FRTU(Feeder Remote Terminal Unit)s on the feeder determines autonomously where the faulted zone is by exchanging the voltage and current information with neighbor FRTUs based on the network communication, and then separates the faulted zone in an nil-voltage status to make the protective device to reclose successively. In particular, the minimization of outage time and relational load balancing is archived by each interconnection switch which determines autonomously the load zone to be allocated among those zones after the sound outage zones was separated individually. Finally, to show effectiveness of the proposed fault restoration strategy, the several fault cases are simulated for the test distribution system, and the load balancing index of the proposed solution is compared with all of feasible solutions.

• 제어로봇시스템학회논문지
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• 제8권11호
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• pp.922-927
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• 2002

A variable structure control (VSC) based model following control system that possesses fault detection and isolation (FDI) capability as well as fault tolerance property is proposed. The nonlinear part of the proposed control law. whose magnitude is determined by sliding variables, plays the role of suppressing fault effect. Thus, approximate fault reconstruction is also possible via the analysis of sliding variables. The proposed algorithm is applied to an active suspension system of pound vehicles to verify its applicability.

• 제어로봇시스템학회논문지
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• 제18권7호
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• pp.669-672
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• 2012

This paper investigates an algorithm for robust fault diagnosis in robot manipulators. The TOSM (Third Order Sliding Mode observer) provides both theoretically exact observation and unknown fault identification without filtration. The EOI (Equivalent Output Injections) of the TOSM observers can be used as residuals for the problem of fault diagnosis and to identify the unknown faults. The obtained fault information can be used for fault detection, isolation as well as fault accommodation to the self-correcting failure system. The computer simulation results for a PUMA 560 robot are shown to verify the effectiveness of the proposed strategy.

• Korean Chemical Engineering Research
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• 제58권3호
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• pp.408-415
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• 2020

본 연구에서는 auto-encoder와 self-organizing map을 결합한 auto-encoder with self-organizing map(AE-SOM) 기법을 이용하여 EVA 생산공정의 이상을 검출 및 진단하였고, Granger의 인과분석을 통해 이상 검출 데이터의 이상 전파 방향을 확인하였다. 분석 데이터는 1년 7개월 간의 조업데이터를 이용하였으며, autoclave 반응기의 조업 변수를 주로 분석하였다. 데이터 전처리 과정에서 데이터의 표준화를 먼저 진행하고, 조업의 각 grade의 sample 수를 동일하게 200개 임의로 추출하였다. 이후 AE-SOM을 적용하여 각 grade의 best matching unit (BMU)를 도출하였다. 각각의 BMU를 기준으로 조업 데이터가 얼마나 벗어났는지를 기준으로 데이터의 이상을 판별하였다. 공정 이상이 발견될 시 이상원인을 contribution plot을 이용하여 확인하였고 이상원인 변수의 인과성을 Granger의 인과분석을 통해 분석하였다. 그 결과 조업 시 발생한 2번의 셧다운의 전조를 모두 검출하였으며 이상이 발생한 원인변수에서 기인한 공정 이상의 전파 방향을 분석하였다.

• 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.

• Structural Engineering and Mechanics
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• 제75권1호
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• pp.33-47
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• 2020

In this paper the dynamic behavior of an isolated building subjected to idealized near-fault pulses is investigated. The building is represented with a simple 2-DOF model. Both linear and non-linear behavior of the isolation system is considered. Using dimensional analysis, in conjunction with closed form mathematical idealized pulses, appropriate dimensionless parameters are defined and self-similar curves are plotted on dimensionless graphs, based on which various conclusions are reached. In the linear case, the role of viscous damping is examined in detail and the existence of an optimum value of damping along with its significant variation with the number of half-cycles is shown. In the nonlinear case, where the behavior of the building depends on the amplitude of the excitation, the benefits of dimensional analysis are evident since the influence of the dimensionless 𝚷-terms is easily examined. Special consideration is given to the normalized strength of the non-linear isolation system that appears to play a complex role which greatly affects the response of the 2-DOF. In the last part of the paper, a comparison of the responses to idealized pulses between a linear fixed-base SDOF and the respective isolated 2-DOF with both linear and non-linear damping is conducted and it is shown that, under certain values of the superstructure and isolation system characteristics, the use of an isolation system can amplify both the normalized acceleration and displacement of the superstructure.

• Journal of Electrical Engineering and Technology
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• 제9권3호
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• pp.1043-1050
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• 2014

Obsolescent control systems for power systems are evolving into intelligent systems and connecting with smart devices to give intelligence to the power systems. As networks of the control system are growing, vulnerability is also increasing. The communication network of distribution areas in the power system connects closely to vulnerable environments. Many cyber-attacks have been founded in the power system, and they could be more critical as the power system becomes more intelligent. From these environment, new communication network architecture and mitigation method against cyber-attacks are needed. Availability and Fault Tree analysis used to show that the proposed system enhances performance of current control systems.

• 대한토목학회논문집
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• 제35권5호
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• pp.1025-1037
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• 2015

지반과 상부 구조물 사이의 경계에서 유연성이 확보된 지진동 격리 받침 시스템을 설치한 후에 전체 구조물의 고유 주기를 연장하고 구조물에 전달되는 지진 가속도를 저감하여 구조물을 보호하는 면진 설계 방식이 최근 건설 현장에서 널리 활용되고 있다. 하지만 도심지의 현대 구조물이 점차 대형화 및 고층화 되면서 기존의 면진 받침을 그대로 사용하기에는 지진 발생시 저항 능력의 부족으로 인한 전단파괴 혹은 잔류변형이 발생하여 구조물의 사용성 향상을 위한 보수 및 붕괴 위험에 따른 철거의 문제점을 발생시킨다. 따라서 본 연구에서는 기존에 주로 사용되는 면진 받침의 저항 강도와 복원성을 향상시키기 위하여 부가적인 개장 시스템을 설치하고 지진 하중에 대한 성능을 평가하고자 한다. 초탄성 형상기억합금 소재의 보강 봉을 납 적층 고무 받침에 설치한 면진 시스템을 설계하고 단자유도 스프링 모델로 모형화하여 지진 데이터를 활용하고 비선형 동적 해석을 실시하였다. 본 연구에서 제안된 면진 시스템이 성능적인 우수성을 입증하기 위하여 기존에 사용된 면진 받침과 여기에 추가로 강재 봉으로 보강된 면진 시스템과의 극한 전단 저항력, 복원성 및 잔류변형 발생 등을 해석을 통하여 비교 평가하였다. 그 결과 초탄성 형상기억합금 소재의 제어 봉으로 보강된 면진 받침이 다른 면진 받침과 비교하여 지진저항 성능에 있어서 우수함을 확인하였다.

• 전기학회논문지
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• 제62권6호
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• pp.744-749
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• 2013

The protection switching technology is widely adopted in the fiber-optical transmission equipments based on TDM(Time Division Multiplexing), such as PDH, SDH/SONET. A variety of protection switching algorithms for Ethernet networks and the progress of standardization are summarized in the document. There are several kinds of protection switching algorithms for Ethernet networks, such as STP, RSTP, MSTP and etc. However, since Ethernet signal move through detour route, it causes much time to recover. Accordingly, it is difficult to secure a usability of Ethernet networks and QOS(Quality of Service). Also, if the protection switching protocol standardized by IEEE and ITU-T is used, it remains a inherent network switching time for protection. Therefore, a specific protection switching algorithm for Ethernet are needed for seamless and stable operation of Ethernet networks service for Distribution Automation System(DAS). A reliable protection algorithm with no switching delay time is very important to implement Self-healing service for DAS. This study of FPGA based protection switching algorithm for Ethernet networks shows that in case of faults occurrence on distribution power network, immediate fault isolation and restoration are conducted through interaction with distribution equipments using P2P(Peer to Peer) communication for protection coordination. It is concluded that FPGA based protection switching algorithm for Ethernet networks available 0ms switching time is crucial technology to secure reliability of DAS.