• 한국전자파학회논문지
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• 제16권1호
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• pp.56-65
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• 2005

이 논문은 군 쉘터(shelter)내부의 전자기기용 전원부에 사용되는 고성능 전원용 광대역 EMI 필터를 제안하였다. 주파수 10 kHz~l GHz의 광대역에서 감쇠량 100 dB를 구현할 수 있는 최적의 EMI 필터를 구현하기 위해 먼저 시뮬레이션을 통해 각 소자의 용량에 대한 특성을 분석하였으며, 이를 기초로 실제 제작을 통해 실험적으로 노이즈 제거 성능을 증명하였다. 이 결과는 군용 쉘터뿐만 아니라 다른 첨단 무기들에 대한 전자파 대응 방호기술의 개발에 도움을 줄 것이다.

• ETRI Journal
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• 제34권6호
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• pp.800-806
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• 2012

Transmission performances of direct detection-based 100-Gb/s modulation formats are investigated and compared for metro area optical networks. The effects of optical signal-to-noise ratio sensitivity, chromatic dispersion, cross-channel nonlinearity, and transmission distance on the performance of differential 8-ary phase-shift keying (D8PSK), differential phase-shift keying plus three-level amplitude-shift keying (DPSK+3ASK), and dual-carrier differential quaternary phase-shift keying (DC-DQPSK) are evaluated. The performance of coherent dual-polarization quadrature phase-shift keying (DP-QPSK) with block phase estimation and coherent DP-QPSK with digital differential detection are also presented for reference. According to our analysis, all three direct detection modulation formats could transmit a 100-Gb/s signal over several hundred kilometers of a single-mode fiber link. The results also show that DC-DQPSK outperforms D8PSK and DPSK+3ASK, and the performance of DC-DQPSK is comparable to that of coherent DP-QPSK with digital differential detection. The maximum transmission distance of DC-DQPSK is over 1,000 km, which is enough distance for metro applications.

• Structural Engineering and Mechanics
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• 제49권2호
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• pp.183-202
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• 2014

A new method of multiple damage detection in beam like structures is introduced. The mode shapes of both healthy and damaged structures are used in damage detection process (DDP). Multiple Damage Localization Index Based on Mode Shapes (MDLIBMS) is presented as a criterion in detecting damaged elements. A finite element modeling of structures is used to calculate the mode shapes parameters. The main advantages of the proposed method are its simplicity, flexibility on the number of elements and so the accuracy of the damage(s) position(s), sensitivity to small damage extend, capability in prediction of required number of mode shapes and low sensitivity to noisy data. In fact, because of differential and comparative form of MDLIBMS, using noise polluted data doesn't have major effect on the results. This makes the proposed method a powerful one in damage detection according to measured mode shape data. Because of its flexibility, damage detection process in multi span bridge girders with non-prismatic sections can be done by this method. Numerical simulations used to demonstrate these advantages.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2005년도 춘계학술대회논문집
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• pp.703-706
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• 2005

Since soil structure interactions are one of the most important subjects in the structural/foundation engineering, much study concerning the soil structure interactions had been carried out. One of typical structures related to the soil structure interactions is the strip foundation which is basically defined as the beam or strip rested on or supported by the soils. At the present time, lack of studies on dynamic problems related to the strip foundations is still found in the literature. From these viewpoint this paper aims to theoretically investigate dynamics of the parabolic strip foundations and also to present the practical engineering data for the design purpose. Differential equations governing the free, out o plane vibrations of such strip foundations are derived, in which effects of the rotatory and torsional inertias and also shear deformation are included although the warping of the cross-section is excluded. Governing differential equations subjected to the boundary conditions of free-free end constraints are numerically solved for obtaining the natural frequencies and mode shapes by using the numerical integration technique and the numerical method of nonlinear equation.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2004년도 추계학술대회논문집
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• pp.898-901
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• 2004

Since soil-structure interactions are one of the most important subjects in the structural/foundation engineering, much study concerning the soil-structure interactions had been carried out. One of typical structures related to the soil-structure interactions is the strip foundation which is basically defined as the beam or strip rested on or supported by the soils. At the present time, lack of studies on dynamic problems related to the strip foundations is still found in the literature. From these viewpoint, this paper aims to theoretically investigate dynamics of the circular strip foundations and also to present the practical engineering data for the design purpose. Differential equations governing the free, out-of-plane vibrations of such strip foundations are derived, in which effects of the rotatory and torsional inertias and also shear deformation are included although the warping of the cross-section is excluded. Governing differential equations subjected to the boundary conditions of corresponding end constraints are numerically solved for obtaining the natural frequencies and mode shapes by using the numerical integration technique and the numerical method of non-linear equation.

• 소음진동
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• 제2권3호
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• pp.203-211
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• 1992

The main purpose of this paper is to present both the natural frequencies and the first critical loads of tapered columns. The ordinary differential equation governing the free vibration for tapered columns under compressive axial force is derived. Three kinds of cross sectional shape are considered in the governing equation. The Runge-Kutta method and determinant search method are used to perform the integration of the differential equation and to determine the natural frequencies, respectively. Additionally, the bisection method is used to determine the critical loads. In numerical examples, the effects of compressive axial force on the natural frequencies of tapered columns are investigated varying the end conditions. The first critical loads of tapered columns are determined on the basis of dynamic concepts. The first critical loads of tapered columns are determined on the basis of dynamic concept. The effects of cross sectional shapes are shown and some typical mode shapes are also presented.

• 한국산업정보학회논문지
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• 제18권5호
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• pp.9-14
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• 2013

본 논문은 DLL 기술을 사용하여서 낮은 위상잡음을 갖는 주파수 체배기를 설계 하였다. VCDL은 공통모드 잡음을 줄이기 위해서 차동구조를 이용하여 설계 되었다. 이번 설계는 65nm, 1.2V TSMC CMOS 공정을 이용 하였고, 동작 주파수 범위는 10MHz에서 24MHz로 측정되었다. TCXO를 기준 주파수로 사용하여 위상잡음을 측정하였을 때 38.4MHz의 출력에서 1MHz offset 기준으로 -125dBc/Hz가 측정되었다. 총 면적은 $0.032mm^2$을 사용하였고, 출력 버퍼를 포함하여 총 1.8mA의 전류를 칩에서 소비하였다.

• 한국소음진동공학회논문집
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• 제17권9호
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• pp.835-846
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• 2007

이 논문은 Pasternak 지반으로 지지된 변화폭 원호형 띠기초의 휨 자유진동에 관한 연구이다. 단면폭은 띠기초의 중앙점을 중심으로 대칭 일차 함수를 갖는 변화폭으로 선정하였다. 이 연구에서 지반은 전단층을 갖는 탄성지반인 Pasternak 지반으로 모형화 하였고 회전관성과 전단변형을 고려한 곡선 띠기초의 자유진동을 지배하는 상미분방정식을 유도하였다. 이 상미분방정식을 수치해석하여 고유진동수 및 진동형을 산출하였다. 수치해석 예에서는 회전-회전, 회전-고정 및 고정-고정의 3개의 지점조건을 고려하였다. 띠기초의 무차원 변수들이 고유진동수에 미치는 영향을 분석하였다.

• 한국항행학회논문지
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• 제11권1호
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• pp.17-23
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• 2007

본 논문에서는 차세대 항공 데이터 통신에 사용되는 VDR(VHF Data Radio)의 물리계층을 국제규격에 만족하도록 설계하였다. VDR의 주파수 대역은 117.975~137MHz이고, CSMA(Carrier Sense Multiple Access) 다중 접속방식, D8PSK(Differential Eight Phase Shift Keyed), 25kHz의 채널 대역폭을 사용한다. VDR의 성능 요구 조건인 인접 채널 분리, 수신감도, 혼변조, 수신기의 동작영역, 송신기의 선형성, 불요 방사 전력을 선형 및 비선형 시뮬레이션을 통해 분석 하고, 제작을 위한 방향을 제시하였다. 설계 결과 송신부는 Po1dB보다 5dB 낮은 점에서 사용해야하고, 중간 주파수를 45MHz 선정하여 스퓨리어스 발생을 억제해야한다. 수신부는 잡음지수 4.5dB, Es/No 27.52dB로 설계 되었고, 혼변조 성분을 최소화하기위해 저 잡음 증폭기의 IIP3를 +10dBm 이상을 사용하고, 혼합기의 절연특성이 30dB이상이 되어야한다.

• Journal of Power Electronics
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• 제10권4호
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• pp.342-350
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• 2010

Randomizing the switching frequency (RSF) to reduce the electromagnetic interference (EMI) of switching power converters is a well-known technique that has been previously discussed. The randomized pulse position (RPP) technique, in which the switching frequency is kept fixed while the pulse position (the delay from the starting of the switching cycle to the turn-on instant within the cycle) is randomized, has been previously addressed in the literature for the same purpose. This paper presents a double-hybrid technique (DHB) for EMI reduction in dc-dc switching regulators. The proposed technique employed both the RSF and the RPP techniques. To effectively spread the conducted-noise frequency spectrum and at the same time attain a satisfactory output voltage quality, two parameters (switching frequency and pulse position) were randomized, and a third parameter (the duty ratio) was controlled by a digital compensator. Implementation was achieved using field programmable gate array (FPGA) technology, which is increasingly being adopted in industrial electronic applications. To evaluate the contribution of the proposed DHB technique, investigations were carried out for each basic PWM, RPP, RSF, and DHB technique. Then a comparison was made of the performances achieved. The experimentally investigated features include the effect of each technique on the common-mode, differential-mode, and total conducted-noise characteristics, and their influence on the converter’s output ripple voltage.