• 대한전자공학회:학술대회논문집
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• 대한전자공학회 2005년도 추계종합학술대회
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• pp.841-844
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• 2005

Multi-output VC-TCXO (Voltage Controlled-Temperature Compensated Crystal Oscillator) for WCDMA has integrated the additional CMOS inverter, so it can be normal clipped sinewave output and additional CMOS output and it can be satisfied the VC-TCXO Characteristics that WCDMA system required. In this paper, however 26MHz is used for reference frequency, similarly and practically, it is usable from 10MHz to 40MHz, Most important factor to integrate CMOS inverter internally is the isolation between normal output and additional output. For this, it is separated in package design, due to this, when it isn't used additional output, it shows the same electrical performance, when it is used additional output, it has minimum-rized the interference. and then the important characteristics in reference oscillator are met to WCDMA system's requirements, like phase noise and frequency short term stability.

• 한국통신학회논문지
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• 제10권4호
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• pp.155-158
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• 1985

본 논문에서 제안한 능동 여파기는 커패시터를 사용하지 않고 단지 4개의 저항과 2단의 연산 증폭기로 구성되고 다기능 특성을 갖고 있으며 저항의 비를 낮춘 능동-R 여파기이다. 제안된 능동-R 여파기는 여파기 파라미터인 극점 주파수 $W_r$와 극점$Q_r$의 감도가 매우 낮으며 고주파에서의 동작이 가능하고 사용한 저항의 수가 적어지고 저항의 비가 감소하므로 여파기의 집적화가 용이하다. 실험을 통하여 제안된 능동-R 여파기의 모든 특성이 이론과 거의 일치함을 확인하였다.

• 한국자동차공학회논문집
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• 제9권5호
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• pp.157-164
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• 2001

This paper performs static and dynamic tests of a multi-leaf spring and a tapered leaf spring to investigate their hysteretic characteristics. In the static test, trapezoidal input load is applied with 0.1Hz excitation frequency and with zero initial loading conditions. In the dynamic test, sinusoidal input load is applied with five excitation amplitudes and three excitation frequencies. In these tests, static and dynamic hysteretic characteristics of the multi-leaf spring and the tapered leaf spring are compared, and, the effects of excitation amplitudes and frequencies on dynamic spring rate are also shown. In this paper, actual vehicle tests are performed to study the effects of hysteretic characteristics of the large-sized truck's handling performance. The multi-leaf spring or the tapered leaf spring is used in the front suspension. The actual vehicle test is performed in a double lane change track with three velocities. Lateral acceleration, yaw rate and roll angle are measured using a gyro-meter located at the mass center of the cab. The test results showed that a large-sized truck with a tapered leaf spring needs to have an additional apparatus such as roll stabilizer bar to increase the roll stabilizer due to hysteretic characteristics.

• 한국정보통신학회논문지
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• 제20권12호
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• pp.2226-2234
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• 2016

OFDMA 접속방식에서는 각 사용자에게 여러 개의 부반송파를 할당하여 데이터를 전송한다. 송신 비선형 전력증폭기와 반송파 주파수편차에 의하여 부반송파 간 간섭이 발생된다. 또한 OFDM 신호가 도플러 시변 채널을 통하여 전송될 때 부반송파 간 간섭이 발생된다. 이러한 부반송파 간 간섭은 다른 사용자에게 간섭을 일으키게 되어 전송품질이 열화 된다. OFDMA 상 하향링크에서 이러한 다중 사용자 간섭을 고려하여, 데이터가 주파수 선택적 시변 채널을 통하여 전송될 때의 성능을 분석한다. 분석 결과, OFDMA 상향링크가 하향링크에 비하여 다중 사용자 간섭의 영향을 더욱 크게 받는다. 본 논문에서는 우선 그 원인을 밝히고, 우수한 비트 오류율 특성을 위하여 다중 사용자 상 하향링크에서 요구되는 비선형 증폭기의 특성과 반송파 주파수 편차의 크기를 구하며, 도플러 페이딩의 정도에 따라 결정되는 비트 오류율 특성 열화를 분석한다.

• 대한전자공학회논문지
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• 제11권6호
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• pp.44-49
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• 1974

종래부터 사용되어 오고 있는 Reactance 변조방식에 가변 Reactance 소자로 VVC Diode를 다단으로 사용한 위상변조방식과 수정발진자와 λ/4 결합회로를 통하여 VVC Diode를 사용한 수정주파수변조 방식을 간단히 소개하고 실용적인 관점에서 FM 변조기로서의 제반특성을 두가지 변조방식에서 상호비교하였다. 특히 VVC Diode를 사용한 Reactance 변조방식에 있어서 변조감도를 높이기 위하여 다단변조를 하였을 때의 발생하는 고조파련에 관하여 상세히 고찰하여 본 결과 중심주파수의 안정도가 -40℃까지의 넓은 온도 범위에 걸쳐서 요구될 때는 다단위상변조방식을 택하여 변조도가 깊지 않는데서 체배하여서 소요의 편이를 얻는 것이 좋다는 것을 확인하여서 이를 차륜용무전기에 실용화하였다. 한편 VVC Dicde를 사용한 수정각파수변조기는 -20℃까지의 중심주파수 안정도를 요하나 변조감도가 높고 소형으로 유리하다는 점에서 휴대용무전기에 실용화하여서 좋은 결과를 얻었다.

• Structural Engineering and Mechanics
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• 제52권1호
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• pp.51-73
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• 2014

A three-dimensional finite element model for the Jiashao Bridge, the longest multi-span cable-stayed bridge in the world, is established using the commercial software package ANSYS. Dynamic characteristics of the bridge are analyzed and the effects of structural system measures including the rigid hinge, auxiliary piers and longitudinal constraints between the girders and side towers on the dynamic properties including modal frequency, mode shape and effective mass are studied by referring to the Jiashao Bridge. The analysis results reveal that: (i) the installation of the rigid hinge significantly reduces the modal frequency of the first symmetric lateral bending mode of bridge deck. Moreover, the rigid hinge significantly changes the mode shape and effective mass of the first symmetric torsional mode of bridge deck; (ii) the layout of the auxiliary piers in the side-spans has a limited effect on changing the modal frequencies, mode shapes and effective masses of global vibration modes; (iii) the employment of the longitudinal constraints significantly increases the modal frequencies of the vertical bending modes and lateral bending modes of bridge deck and have significant effects on changing the mode shapes of vertical bending modes and lateral bending modes of bridge deck. Moreover, the effective mass of the first anti-symmetric vertical bending of bridge deck in the longitudinal direction of the fully floating system is significantly larger than that of the partially constrained system and fully constrained system. The results obtained indicate that the structural system measures of the multi-span cable-stayed bridge have a great effect on the dynamic properties, which deserves special attention for seismic design and wind-resistant design of the multi-span cable-stayed bridge.

• Journal of Mechanical Science and Technology
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• 제18권1호
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• pp.114-121
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• 2004

In order to investigate the corrosion fatigue characteristics in the weld of multi-pass welded A 106 Gr B steel pipe, corrosion fatigue tests were performed under the various stress ratios and 3.5 wt% NaCl solution at room temperature. The corrosion fatigue characteristic curves were represented using crack closure concept. The obtained results are as follows : when the load frequency is 1.0 Hz, the crack opening point is transited in the region of $K_{max}$=20∼32 MPaㆍ $m^{1}$2/. In the low stress intensity factor range, the crack opening point is higher than that in air. However, in the high stress intensity factor range, it is lower than that in air. In the cases of 0.1 Hz and 0.01 Hz, the crack opening point gradually decreases to $K_{min}$ with $K_{max}$ increase.rease.

• 한국분말재료학회지
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• 제17권4호
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• pp.326-335
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• 2010

In this paper, the effect of electrical characteristics and electrode shape on the alignment and attachment of multi-walled carbon nanotubes (MWNTs) has been studied. The attraction and alignment of MWNTs between the gaps has been investigated by applying electric field which is called electrophoresis and dielectrophoresis. According to the frequency of electric field, positive or negative dielectrophoretic force can be determined. The concentration of MWNTs solution was $5\;{\mu}g/ml$, and a droplet of $1.0{\sim}1.5\;{\mu}l$ was dropped between two electrodes. Through the repeated experiments, the optimal electrical conditions for aligning and attaching MWNTs in the desired places were obtained. Since the frequency range of 100 kHz~10 MHz generated positive dielectrophoretic force, MWNTs were attracted and aligned between the gaps with this frequency range. For generating enough force to attract MWNTs, the appropriate voltage range was $0.3{\sim}1.3\;V_{rms}/{\mu}m$. Furthermore, the effect of electrode shape on the alignment of MWNTs was investigated. A single MWNT attachment was accomplished on the round shaped with 70% yield.

• 한국소음진동공학회논문집
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• 제19권11호
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• pp.1222-1230
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• 2009

A theoretical model was developed to compute the effect of a bubble layer in reducing the radiation noise generated by a force applied on an infinite flat plate considering the noise of multi-bubbles. Using the model, the effectiveness of a bubble layer in reducing the structure-borne noise of the plate was evaluated to consider various parameters such as the source noise levels, the thickness of bubble layers, the volume fractions and the frequency characteristics of bubbly fluids. Considering the noise of multi-bubbles, the actual reduction effect of radiation noise using a bubble layer was expected in cases of high source levels, high volume fractions of bubbles and large thickness of the bubble layer above the resonance frequency of the bubble layer. Accordingly, it is recommended that the thickness of a bubble layer, the source noise level and the characteristics of bubbly fluids should be optimized cautiously to maximize noise reduction effects.

• Earthquakes and Structures
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• 제13권4호
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• pp.353-363
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• 2017

The present study considers a multi-span continuous bridge, isolated by lead rubber bearing (LRB). Dynamic soilstructure interaction (SSI) is modelled with the help of a simplified, sway-rocking model for different types of soil. It is well understood from the literature that SSI influences the structural responses and the isolator performance. However, the abovementioned effect of SSI also depends on the earthquake ground motion properties. It is very important to understand how the interaction between soil and structure varies with the earthquake ground motion characteristics but, as far as the knowledge of the authors go, no study has been carried out to investigate this effect. Therefore, the objectives of the present study are to investigate the influence of earthquake ground motion characteristics on: (a) the responses of a multi span bridge (isolated and non-isolated), (b) the performance of the isolator and, most importantly, (c) the soil-structure interaction. Statistical analyses are conducted by considering 14 earthquakes which are selected in such a way that they can be categorized into three frequency content groups according to their peak ground acceleration to peak ground velocity (PGA/PGV) ratio. Lumped mass model of the bridge is developed and time history analyses are carried out by solving the governing equations of motion in the state space form. The performance of the isolator is studied by comparing the responses of the bridge with those of the corresponding uncontrolled bridge (i.e., non-isolated bridge). On studying the effect of earthquake motions, it is observed that the earthquake ground motion characteristics affect the interaction between soil and structure in such a way that the responses decrease with increase in frequency content of the earthquake for all the types of soil considered. The reverse phenomenon is observed in case of the isolator performance where the control efficiencies increase with frequency content of earthquake.