• Title/Summary/Keyword: 파전파

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Compact-SQAM for Power & Bandwidth Algorithm of Output Error Method (전력 및 대역폭 효율적인 디지틀 전송 시스템을 위한 협대역 중첩 직교 변조 방식)

  • 박일근;서종수
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.18 no.4
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    • pp.519-529
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    • 1993
  • A spectral and power efficient modulation technique, named Compact Superposed Quadrature Amplitude Modulation (Compact-SQAM), is introduced. The performance of Compact-SQAM system, in a Linearly and nonlinearly amplified single and multicarrier environment, in the presence of additive white Gaussian noise(AWGN), intersymbol interference(ISI), timing jitter and adjacent channel interference (ACI), is experimentally analyzed via computer simulation. Various channel conditions, such as channel spacing, between the main and adjacent channels and fade depth on the desired main channel, are examined. Our result shows that Compact-SQAM, and better P(e) performance that other modems using simple Butteroworth type postdetection receive filters. Especially, Compact-SQAM modem achieves higher efficiency of frequency utilization and better P(e) performance than other modems in the severly bandlimited nonlinear multicarrier channels.

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Application of Soil Factor on the Aseismic Design (내진 설계시 지반계수의 합리적 적용에 대한 연구)

  • 이인모;임종석
    • Geotechnical Engineering
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    • v.9 no.1
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    • pp.7-20
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    • 1993
  • The first Korean earthquake resistant design code was enacted in 1988. In the code, the soil factor which takes into account both the soil amplification factor and the soil -structare interaction effect is divided into three groups : soil factor, 5 : 1.0, 1.2 and 1.5. In order to assist in choosing the soil factors appropriately in the earthquake resistant design, the local site effects on the based shear force induced by earthquakes are considered in depth for typical soil conditions in Korea. The depth of the alluvial and/or weathered zone is usually not deep and the fresh rock is found at depth shallower than 20 meters, and even at about 10 meters around Seoul. One dimensional wave propagation theory and the elastic half space method are used to obtain the soil -structure interaction effect as well as the soil amplification effect. The kinematic interaction effect due to scattering of waves by pile foundation is also considered. Finally, the soil factor is recommended for each soil condition from loose state to dense, and also from shallow soil depth to deep, so that the designer can choose the factor with-out difficulty.

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A Delta Modulation Method by Means of Pair Transistor Circuit (쌍트랜지스터 회로에 의한 정착변조방식)

  • 오현위
    • Journal of the Korean Institute of Telematics and Electronics
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    • v.8 no.2
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    • pp.24-33
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    • 1971
  • A noble method of delta modulation by means of pair transistor circuit having negative resistance charcteristic is presented. An RC parallel circuit is inserted between two eiuitter tarminals of the pair transistor circuit, and their emitters are driven by a square pulsed current source. Basically this is a relaxation oscillator circuit. But when the value of capacitors and resistanc R, and the pulse height of driving source are properly chosen, the RC parallel circuit apparently functions as integrating circuit of driviving pulses. Compared with the integrated voltage of capacitor C, a signal input voltatage supplied in series with RC parallel circuit between two emitters makes on or off either of the pair transistors. as the result, one bit pulse is sent out from the coupling resistance terminal of conducted transistor. The circuit diagram used for this experiment is presented, it i% composed with simple mod ulster circuit, differential amplifier and pulse shaping amplifier, The characteristics of the components of this ciruit are discussed, and especially quantumized noise in this delta modulation system is discussed in order to improve the signal to noise ratio which has a close relation with circut constants, quantumized voltage, pulse height and width of driving current source.

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Wave Propagation Analysis for Pile-Slab Section on High Speed Railway (고속철도 파일슬래브공법 적용구간에서의 파전파해석)

  • Lee, Kang-Myung;Lee, Il-Wha
    • Proceedings of the KSR Conference
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    • 2011.10a
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    • pp.3201-3207
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    • 2011
  • This paper reviewed wave propagation of train vibration based on the study of high speed railway soft ground section with pile slab construction. In a filed of railway, concrete track has been adapted in a railway construction. And in order to maintain its track, soil improving method was required to control residual settlement. Within many soft ground settlement prevention techniques, pile slab method has an effect of minimizing residual settlement of soft ground. This is possible using support embankment load method by construct pile slab or cap the upper soft ground. This paper reviewed vibration wave characteristic of soft ground section with pile slab using numerical analysis application through finite element analysis. Pile slab method is established between high stiffened soft ground and embankment this creates a possibility of vibration block or slab amplification. Thus analyzed of wave propagation was done with roadbed and structure property to confirm application performance of pile slab method of high speed railway structure.

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Error Rate Performance of Fading Differential Phase Shift Keying(DPSK) Communication Systems (페이딩의 영향을 받는 디지털 위상차변조방식의 오율특성)

  • 이형재;조성준
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.7 no.1
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    • pp.37-45
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    • 1982
  • We have analyzed the effect of multipath cochannel interference and Gaussian noise on binary DPSK systems used in land mobile radio communications. Considering multipath channel as non-selective Rayleigh channel, we have found a gnenral equation for bit error rates (BER) deriving the probability density function (p.d.f) of output of phase detector. The numerical results are shown in graphs and discussed as functions of carrier to noise power ratio (CNR), carrier to interferer power ratio (CIR) and correlation of signal component over the pulse length.

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Examination of the domestic harmonic standard introduction based on measurement of harmonic current (고조파전류 측정에 근거한 국내 고조파 관리기준 검토)

  • Park, Yong-Up;Kang, Moon-Ho;Lee, Nam-Woo
    • Proceedings of the KIEE Conference
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    • 2007.07a
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    • pp.539-540
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    • 2007
  • In order to increase an efficiency of electric machine, the power electric devices are rapidly increasing of late. These electric components are mainly caused to lower of power quality. To take precautions against lower of power quality, the advanced countries already made effort to control of harmonic level. For these harmonic control of advanced countries have applied harmonic planning level, emission of harmonic based on the technical calculation and experiment. In this paper, we have investigated the introduction abroad advanced country standard through compared IEEE, IEC with the real measurement of domestic harmonic level.

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Three-phase Four-wire Series Active Power Filter Control Strategy for The Compensation of Harmonics and Reactive Power Based-on Direct Compensating Voltage Extraction Method (직접 보상전압 추출기법을 이용하여 고조파전류와 무효전력을 보상하는 3상 4선식 직렬 형 능동전력필터의 제어법)

  • 김진선;김영석
    • The Transactions of the Korean Institute of Power Electronics
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    • v.9 no.3
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    • pp.213-221
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    • 2004
  • In recent years, since more and more diode rectifiers with smoothing dc capacitor are used in electronic equipments, household appliances and ac drives, harmonics generated by these loads have become a major issue. In addition, 3-phase 4-wire system is widely employed in distributing electric energy to several office building and manufacturing plants. This systems show excessive currents in the neutral. These neutral currents are fundamentally third harmonic, and their presence is tied to wiring failure, elevating of neutral potentials, transformer overheating, etc. In response to the concerns, this paper proposes a series active power filter scheme based on direct compensating voltage extraction method and the advantage of this control algorithm is direct extraction of compensation voltage reference without multiplying gain. Therefore, the calculation of the compensation voltage reference will becom much simpler than other control algorithm. To verify the effectiveness of the proposed algorithm, a prototype active power filter is built and some experiments are carried out.

Effect of Electrical Stimulation of the Spinal Cord on Pressor Response in the Cat (고양이 척수의 전기적 자극에 의한 심맥관 반응)

  • Kim, Kee-Soon;Randall, Walter C.;Peiss, Clarence N.
    • The Korean Journal of Physiology
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    • v.4 no.2
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    • pp.83-89
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    • 1970
  • 전기적 자극법은 심맥관계기능의 신경성조절을 이해하기위해 널리 이용되는 방법이며, 일반적으로 중추신경에는 고빈도, 말초신경에서는 저빈도 자극에 의해 최대반응이 유발된다고 알려지고 있으며, 이는 흥분파의 민도가 말초로 내려오며 감소되기 때물이라 해석되고 있다. 또한편 신경계의 어떤 단위위에서건 자극민도가 어느 한계를 넘으면 유발된 반응은 유지되지를 못하고 감쇠소실되는 것으로 이는 주로 시납스간 흥분파전달능 부전에 기인될 것이라고 믿어지고있다. 그러나 고위주추계와 말초를 연결하고 있는 척수에 있어서는 아직 최적전기적 자극조건도 분명히 알려져 있지 않을 뿐 아니라 이 부위에서도 고빈도자극시에 반응이 어느 정도 감쇠하는지에 대한 보고가 없기에 이를 추구코자 저자는 고양이의 상부경수를 면수와 연결부에서 완전 절단하기 전후 여러가지 자극조건으로 자극하여 몇 가지 결론을 얻었기에 보고하는 바이다. 1) 연수와 연결부에서 완전절단을 하기 전에는 경수$(C_1{\sim}C_2)$의 백질, 회백질의 여러부위에서 심맥관반응이 유발되었으나 절단후에는 백질중의 만두부위(좌 $2{\sim}3\;mm$, 배면으로 부터 $0.3{\sim}1.0\;mm$$2.5{\sim}3.5\;mm$)에만 반응이 유발되었으며, 이 두 부위는 심맥관계기능을 지배조절하는 원심성 섬유의 통로라고 사료되었다. 2) 최대반응은 자극조건(빈도 자극파지속시간 강도) 100/sec-1 mesc-3V 및 20/sec-3 msec-3V에서. 최장지속반응은 20/sec-3msec에서 유발되었으므로, 후자가 척수부에 있어 심맥관계반응을 유발키 위한 최적자극조건으로 생각된다. 3) 자극면도 20/sec 이하에서 반응유지가 잘된다는 결과는 생리적 조건하에서 척수를 통과하는 흥분파의 빈도가 20/sec를 넘지 않을 것이란 것을 시사한다. 4) 반응지속정도는 최초의 최대반응의 반으로 감쇠되기까지 소요되는시간 즉 50% 반응감쇠시간으로 표시하였으며, 척수에서는 대뇌피질 및 간뇌에서보다 심맥관계반응의 50%반응감쇠시간이 현저히 긴 것을 알 수 있었다.

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Interrelationships and Differences of Brachial-Ankle Pulse Wave Velocity (baPWV), Body Composition and Cardiovascular Variables between Genders Who Have Been Exercised or Not in Elderly (운동참여 여부와 성별에 따른 노인의 맥박파전파속도, 신체구성과 심혈관계 변인의 상관성 및 재변인의 차이)

  • Lee, Jong-Woo;Kim, Dae-Sik;Cho, Eun-Kyung
    • Korean Journal of Clinical Laboratory Science
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    • v.48 no.4
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    • pp.378-387
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    • 2016
  • This study sought to investigate interrelationships and differences of brachial-ankle pulse wave velocity (baPWV), body composition and cardiovascular variables between genders who have been exercised or not in elderly. One hundred fifty participants were classified four groups. Especially out of variables, in male elderly group who had participated in exercise program the PWV range were significantly correlated with muscle mass (r=0.357, p=0.026), SBP (r=0.468, p=0.003), right baPWV (r=0.406, p=0.010), and left baPWV (r=0.333, p=0.038). In male elderly group who had not participated in exercise program, the PWV range were significantly correlated with heart rate (r=0.395, p=0.014), right baPWV (r=0.598, p=0.000), and left baPWV (r=0.602, p=0.000). In female elderly group who had participated in exercise program, the PWV range were significantly correlated with name of diagnosis (r=0.321, p=0.044), SBP (r=0.399, p=0.011), DBP (r=0.545, p=0.000), right baPWV (r=0.648, p=0.000), and left baPWV (r=0.676, p=0.000). In female elderly group who had not participated in exercise program, the PWV range were significantly correlated with age (r=0.471, p=0.003), right baPWV (r=0.836, p=0.000), and left baPWV (r=0.801, p=0.000). The PWV among four groups were not significant different after experiment. However, there were significant differences in the waist/hip ratio (F=9.197, p=0.000), muscle mass (F=74.295, p=0.000), and %fat (F=35.045, p=0.000) from body composition. And there were significant differences in the SBP (F=3.525, p=0.017) after experiment. In conclusion, these data show that regular exercise is associated with arterial compliance (PWV range, right or left PWV) and differed from genders. In other words, this paper may support the concept that regular exercise program may exert a protective effect on arterial compliance, body composition and cardiovascular systems.

A Study on the Ground Input Motion for Seismic Analysis of Structures (구조물의 내진 해석을 위한 지반 입력운동의 산정에 관한 연구)

  • Lee, In-Moo;Song, Tae-Won;Huh, Young
    • Geotechnical Engineering
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    • v.5 no.3
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    • pp.5-18
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    • 1989
  • The ground input motions used for seismic analysis of structures are studied in this paper, The one-dimensional wave propagation theory, the simple transfer function by Elsabee and Morray, and the finite element method that can account for the effect of scattering field, respectively, are used to get the ground input motions, and the results by these methods are compared among others. The responses of structures are also computed by both finite element analysis and elastic half space analysis, using the ground input motions obtained by the different methods mentioned above, and the computed results are analyzed. In addition, the parameteric study Is performed to analyze the effect of the increase of soil stiffness on the response of structures, and on that of the ground input motions. The responses of structures obtained are compared with the results obtained using the Building Code on seismic analysis for structures in Korea. The results of this study show that the ground input motions obtained without considering the effect of scattering field was 2 times larger than those with scattering effect, concluding that the effect of scattering field may not be ignored when obtains the ground input motion.

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