• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2006년도 춘계학술대회논문집
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• pp.384-387
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• 2006

Vertical L/UL (Load/Unload) velocity is very important parameter to determine the L/UL performance, and the vertical velocity is determined by the actuator velocity and the ramp profile. However, it is not easy to precisely control the actuator rotating velocity during the L/UL process. Especially in emergency parking, servo system doesn't operate, it is impossible to control an actuator velocity. Then, the vertical unloading velocity depends on only ramp profile. The ramp height and the sliding length for L/UL process in SFF (Small Form Factor) HDD are restricted due to slimness and small media. For these reasons, it is very difficult to design the ramp profile in SFF HDD. Therefore, this study analyzes the unloading dynamic characteristics for various ramp profiles and makes the thesis for ramp profile design.

• 정보저장시스템학회논문집
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• 제2권2호
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• pp.150-155
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• 2006

Vertical L/UL (Load/Unload) velocity is very important parameter to determine the L/UL performance, and the vertical velocity is determined by the actuator velocity and the ramp profile. However, it is not easy to precisely control the actuator rotating velocity during the L/UL process. Especially in emergency parking, servo system doesn't operate, it is impossible to control an actuator velocity. Then, the vertical unloading velocity depends on only ramp profile. The ramp height and the sliding length for L/UL process in SFF (Small Form Factor) HDD are restricted due to slimness and small media. For these reasons, it is very difficult to design the ramp profile in SFF HDD. Therefore, this study analyzes the unloading dynamic characteristics for various ramp profiles and makes the thesis for ramp profile design.

• 한국지능시스템학회:학술대회논문집
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• 한국퍼지및지능시스템학회 1996년도 추계학술대회 학술발표 논문집
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• pp.180-183
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• 1996

This work discusses simulation results for the fuzzy logic controller tested the project“Fuzzy Ramp Metering Algorithm Implementation.”The performance objectives were, in order of priority, to maximize total vehicle-miles, maximize mainline speeds, and minimize delay per vehicle while maintaining an acceptable ramp queue. In the fuzzy logic controller, the sensors from the on-ramps were helpful in maintaining reasonable ramp queue and mainline congestion because it considered these factors simultaneously. Each metered ramp had a parameter input file, which allowed the controller to be modified without recompiling the software. Consequently, maintenance costs should be minimal.

• Journal of Electrical Engineering and Technology
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• 제12권5호
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• pp.2031-2042
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• 2017

In this paper, a novel traffic flow control method based-on ramp metering and speed regulation using an adaptive sliding mode control (ASMC) method along with a deadzoned parameter adaptation law is proposed at a stochastic macroscopic level traffic environment, where the influence of the density and speed disturbances is accounted for in the traffic dynamic equations. The goal of this paper is to design a local traffic flow controller using both ramp metering and speed regulation based on ASMC, in order to achieve the desired density and speed for the maintenance of the maximum mainline throughput against disturbances in practice. The proposed method is advantageous in that it can improve the traffic flow performance compared to the traditional methods using only ramp metering, even in the presence of ramp storage limitation and disturbances. Moreover, a prior knowledge of disturbance magnitude is not required in the process of designing the controller unlike the conventional sliding mode controller. A stability analysis is presented to show that the traffic system under the proposed traffic flow control method is guaranteed to be uniformly bounded and its ultimate bound can be adjusted to be sufficiently small in terms of deadzone. The validity of the proposed method is demonstrated under different traffic situations (i.e., different initial traffic status), in the sense that the proposed control method is capable of stabilizing traffic flow better than the previously well-known Asservissement Lineaire d'Entree Autoroutiere (ALINEA) strategy and also feedback linearization control (FLC) method.

• 대한전기학회논문지:전기물성ㆍ응용부문C
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• 제53권12호
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• pp.606-615
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• 2004

The discharge characteristics of a ramp reset waveform in the alternating current plasma display panel(ac PDP) were studied using a 2-dimensional numerical simulation. We analyzed the wall charge variation during the reset discharge, address discharge and sustain discharge adopting a ramp reset waveform. Then we investigated the principal parameters for a successful discharge. In this paper, we suggest a new parameter, printing particles' density and its effects on the stability of the ramp discharge. The maximum current flows of the three electrodes during the ramp reset period were decreased with the increase in the priming particles's density which was explained with the wall charge characteristics and the current flow characteristics obtained by a 2-D simulation.

• 대한교통학회지
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• 제21권3호
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• pp.107-120
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• 2003

수십년동안 합류부 교통특성 및 현상을 다루는 많은 연구가 있어 왔지만 합류부 교통류를 평가하는 분석방법론은 그리 많이 개발되지 않았고 특히 합류용량에 대한 연구는 거의 이루어지지 않았었다. 본 연구는 합류부에서 강제합류를 포함한 합류용량을 확률적으로 결정하는 모형 개발을 목적으로 수행되었다. 고속도로 본선 바깥 차로의 시간차두간격 분포를 Erlang 분포로 가정하고 간격수락이론을 이용하여 합류용량 산정 모형식을 개발하였고, 이때 본선 차두간격이 임계간격보다 작은 경우 발생되는 강제합류 형태가 용량 산정식에 반영되었다. 또한. 합류용량 모형식에서 중요한 변수로 사용되는 임계간격을 결정하고자 연결로에서 진입하는 개별차량의 합류 행태를 조사하여 회귀분석을 통한 모형식을 구축하였다. 개발된 용량식을 토대로 합류용량 값들을 도로 및 교통 조건에 따라 제시하였는데 임계간격 크기가 커지고 연결로 진입교통량이 많아질수록 합류용량은 적게 산출되었다. 이러한 합류용량 값의 변화는 기존 HCM 방법에서 제시하고 있는 하나의 고정된 용량 값과는 다른 결과로 해석되고, 변화하는 합류용량 값은 앞으로 연결로 접속부 교통운영에서 고려해야 할 주요한 파라메타라고 생각된다.

• Journal of Power Electronics
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• 제19권1호
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• pp.190-200
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• 2019

The flyback converter, which can be regarded as a nonlinear time-varying system, has complex dynamics and nonlinear behaviors. These phenomena can affect the stability of the converter. To simplify the modeling process and retain the information of the output capacitor branch, a special sampled-data model of a peak current-mode (PCM) controlled flyback converter is established in this paper. Based on this, its dynamic behaviors are analyzed, which provides guidance for designing the circuit parameters of the converter. With the critical stability boundary equation derived by a Jacobian matrix, the stable operation range with a varied output capacitor, proportional coefficient of error the amplifier, input voltage, reference voltage and slope of the compensation ramp of a PCM controlled flyback converter are investigated in detail. Research results show that the duty ratio should be less than 0.5 for a PCM controlled flyback converter without ramp compensation to operate in a stable state. The stability regions in the parameter space between the output capacitor and the proportional coefficient of the error amplifier are enlarged by increasing the input voltage or by decreasing the reference voltage. Furthermore, the ramp compensation also can extend to the stable region. Finally, time-domain simulations and experimental results are presented to verify the theoretical analysis results.

• 제어로봇시스템학회논문지
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• 제21권3호
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• pp.283-289
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• 2015

In this paper, a GNSS interference detection algorithm based on an adaptive fading Kalman filter is proposed to detect a spoofing signal which is one of the threatening GNSS intentional interferences. To detect and mitigate the spoofing signal, the fading factor of the filter is used as a detection parameter. For simulation, the effect of the spoofing signal is modeled by the ramp type bias error of the pseudorange to emulate a smart spoofer and the change of the fading factor value according to ramp type bias error is quantitatively analyzed. In addition, the detection threshold is established to detect the spoofing signal by analyzing the change of the error covariance and the effect of spoofing is mitigated by controlling the Kalman gain of the filter. To verify the performance analysis of the proposed algorithm, various simulations are implemented. Through the results of simulations, we confirmed that the proposed algorithm works well.

• 대한교통학회지
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• 제14권3호
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• pp.7-26
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• 1996

The estimation of real-time Origin-Destination(O-D) parameters, which gives travel demand between combinations of origin and destination points on a urban freeway network, from on-line surveillance traffic data is essential in developing an efficient ATMS strategy. On this need a real-time O-D parameter estimation model is formulated as a parameter adaptive filtering model based on the extended Kalman Filter. A Monte Carlo test have shown that the estimation of time-varying O-D parameter is possible using only traffic counts. Tests with field data produced the interesting finding that off-ramp volume predictions generated using a constant freeway O-D matrix was replaced by real-time estimates generated using the parameter adaptive filter.

• 한국운동역학회지
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• 제19권3호
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• pp.435-448
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• 2009

본 연구는 노인의 계단과 경사로 오르기와 평지보행 동안 하지의 운동학적 변화를 분석하는 것이었다. 건강한 노인 14명(남:10, 녀:4)이 실험에 참여하였으며 측정도구는 삼차원동작분석기인 Vicon system(Vicon, Oxford Metrics, England)을 사용하였다. 보행주기 각 시점에서 하지 관절의 각도 변화를 보행 조건(평지, 계단, 경사로)에 따라 알아보기 위해 일요인 반복측정 분산분석(one-way repeated measure of ANOVA)을 사용하였다. 전후면상에서 골반은 평지 보행에서 보행 주기 동안 전방굴곡이 나타났으며 계단과 경사로 오르기에서 전방굴곡이 증가하였다. 고관절과 슬관절는 모두 평지보행과 비교해 계단 오르기에서 굴곡이 더 증가하였다. 족관절은 평지보행과 비교해 경사로 오르기에서 굴곡이 더 증가하였다. 좌우면상에서 보행 주기 동안 평지보행과 비교해 계단 오르기에서 골반이 크게 올라갔으며 고관절도 계단 오르기에서 내전과 외전의 변화가 크게 나타났다. 또한 슬관절도 계단 오르기에서 내반이 증가하였고 족관절 역시 계단 오르기에서 내번이 증가하였다. 수평면상에서 보행 주기 동안 골반은 평지 보행과 비교해 계단과 경사로 오르기에서는 내회전이 대체로 증가하였고 고관절은 계단과 경사로 오르기에서 내회전이 증가하였으나 통계적으로 유의한 차이는 없었다. 슬관절은 계단 오르기에서 대체적으로 내회전이 증가하였고 족관절은 계단 오르기에서 대체적으로 외회전이 증가하였다. 이러한 결과는 노인의 계단과 경사로 오르기는 평지 보행과 비교해 하지의 운동학적 보행 변수들을 크게 변화시키는 것을 알 수 있었다.