• Proceedings of the KIEE Conference
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• 2003.07d
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• pp.2657-2659
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• 2003

전력선 통신(Power-Line Communication)에 있어서 패널의 임펄스 응답은 송수신 신호의 기본적인 전달 특성이라는 점에서 매우 중요한 채널 특성이며, 채널 구성 요소들의 물리적 구조 및 각종 부하 기기들에 따라 다양하게 변화하기 때문에, 적절한 측정과 분석 및 대응이 요구된다. 이에 본 논문에서는 채널 임펄스 응답 측정에 대한 광대역 측정 방식과 협대역 측정 방식을 검토하고, 각 방식을 테스트 베드 상에서 구현하여 임펄스 응답 측정 결과를 상호 비교하고, 그 신뢰성을 확인하였다. 또, 실제 전력선 채널 환경에서 PN 시퀀스를 이용한 광대역 측정 방식의 장점을 고려하여, 국내 일반적인 저층 아파트를 대상으로 임펄스 응답 측정을 수행하고 결과를 분석하였다.

• Proceedings of the Korea Information Processing Society Conference
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• 2008.11a
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• pp.924-927
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• 2008

실시간 시스템 개발에 있어서 태스크들의 응답시간을 예측하는 것은 가장 중요한 문제로 인식 되고 있다. 그러나 manycore 환경에서는 응답시간을 예측하는 것이 몹시 어려워 만족할 만한 결과를 이끌어내지 못하고 있다. 과거에 스케줄링과 동기화 정책을 고려하여 최악 응답시간을 예측하는 방법이 제시되기도 했지만, 상당히 제한적인 태스크 모델을 가정하여 실제로 적용하기에는 어려울 뿐만 아니라 예측한 결과도 시스템의 정확한 응답시간과 상당한 괴리가 있다. 반면, 시뮬레이션 기법은 시스템의 스케줄링 상태를 시뮬레이션해 봄으로써, 상대적으로 정확한 응답시간을 예측하는 것을 가능하게 한다. 따라서 본 논문에서는 범용적이면서도 매우 효과적인 manycore를 위한 시뮬레이션 기법을 제안한다. 제안하는 기법의 우수성은 시스템 모델의 변화에 따라 소요되는 시뮬레이션 시간을 측정하는 실험을 통해서 확인한다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.36 no.3
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• pp.349-359
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• 2016

In order to analytically evaluate buffeting responses, the analysis of wind characteristics such as turbulence intensity, turbulence length, gust, roughness coefficient, etc must be a priority. Static aerodynamic force coefficients, flutter coefficients, structural damping ratios, aerodynamic damping ratios and natural frequencies affect the analytical responses. The bridge interested in this paper has being been used for 32 years. As the time passes, current terrain conditions around the bridge are different markedly from the conditions it was built 32 years ago. Also, wind environments were considerably varied by the climate change. For this reason, it is necessary to evaluate the turbulence intensity, length, spectrum and roughness coefficient of the bridge site from full-scale measurements using the structural health monitoring system. The evaluation results indicate that wind characteristics of bridge site is analogous to that of open terrain although the bridge is located on the coastal area. To calculate buffeting responses, the analysis variables such as damping ratios, static aerodynamic force coefficients and natural frequency were evaluated from measured data. The analysis was performed with regard to 4 cases. The evaluated variables from measured data are applied to the first and second analysis cases. And the other analysis cases were performed based on Design Guidelines for Steel Cable Supported Bridges. The calculated responses of each analysis cases are compared with the buffeting response measured at less than 25m/s wind speed. It is verified that the responses by the numerical analysis applying the estimated variables based on full-scale measurements are well agreed with the measured actual buffeting responses under wind speed 25m/s. Also, the extreme wind speed corresponding to a recurrence interval 200 years is derived from Gumbel distribution. The derived wind speed for return period of 200 years is 45m/s. Therefore the buffeting responses at wind speed 45m/s is determined by the analysis applying the estimated variables.

• Proceeding of KASS Symposium
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• 2008.05a
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• pp.74-79
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• 2008

In this study, impact transient responses of (Graphite/Epoxy) laminated composite subjected to low-velocity impact are investigated using a finite element method. Dynamic von-Karman plate equations considering large deflection of plate are modified to include the effect of transverse shear deformations as in Mindlin plate theory and also the rotary inertia effect is considered. The convergence of transient responses is used contact law established through the statical indentation test. We investigate displacements, contact forces and strains by thickness variation of various laminated composite. We compare and analyze each results.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.29 no.1A
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• pp.107-112
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• 2004

We propose the optimum TO-can package design in SFF/SFP optical transceiver modules to improve 3dB-bandwidth. The frequency response of TO-38 package is measured and compared to simulation where the 3dB-bandwidth was 3.5GHz. For a higher operating bandwidth (>15GHz), the new optimized physical geometries of TO-can package such as bonding-wire, lead and material was suggested. The optimal result of simulation shows that TO-can package can be used at a higher bit rate optical module of 10Gbps.

• Journal of the Earthquake Engineering Society of Korea
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• v.7 no.4
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• pp.23-30
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• 2003

The result of recent seismic hazard analysis indicates that the ground motion response spectra for Korean nuclear power plant site have relatively large frequency acceleration contents. In the ordinary seismic fragility analysis of nuclear power plant structures and equipments, the safety margin of design ground response spectrum is directly used as a response spectrum shape factor. The effects of input response spectrum shape on the floor response spectrum were investigated by performing the direct generation of floor response spectrum from the ground response spectrum. The safety margin included in the design ground response spectrum should be considered as a floor response spectrum shape factor for the seismic fragility analysis of the equipments located in a building.

• Proceedings of the Korean Society for Emotion and Sensibility Conference
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• 2003.11a
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• pp.141-142
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• 2003

본 논문에서는 이성간의 대화에서 여성을 상대로 이성에 대하여 관심이 있을 경우와 관심이 없을 경에 따른 성문 특성변화를 비교 연구하였다. 대화내용을 녹음한 음성신호의 분석을 거쳐 얻어낸 결과로부터 보면 여성은 자신이 관심을 갖지 않는 상대에 대하여서는 17.2％ 미만의 응답을 보여주는 반면 관심이 있는 상대에 대하여서는 45.1％ 좌우 또는 그 이상의 응답을 보여주고 있다. 대화 내용의 음성신호를 스펙트로그램으로 표현 하였을 경우 성문 특성의 변화는 매우 뚜렷하다. 주파수 측면으로부터 보면 여성은 관심 있는 이성과 대화할 경우 200Hz에서 450Hz 좌우의 기본 주파수 폭을 이루게 되지만 관심이 없는 상대에 대해서는 200Hz에서 320Hz 정도의 기본 주파수 폭을 나타내게 된다. 따라서 이성간 대화에서 이러한 성문 특성의 변화를 이용하여 상대방 호감도를 측정할 수 있는 제품 개발에도 본 논문에서의 연구내용이 용이하게 쓰일 것으로 예상하고 있다.

• Journal of dental hygiene science
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• v.9 no.3
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• pp.353-360
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• 2009

The purpose of this study was to investigate the recognition for improvement of the Korean Dental Hygienists' Licensing Examination(KDHLE). The subjects were 1,048 dental hygienists were surveyed. either in person or through mail. Data was collected using a self administrated questionnaire from July 1 to July 20, 2008. The data were analysed with frequency and $x^2$-test using the SPSS 15.0 windows. For the inquiry where adequacy of subjects of the KDHLE regarding to evaluation of standard duty achievement ability in the real field was asked, 404(39.5%) answered 'Yes', and 680(66.9%) was answered 'Yes' for necessity of changing current subjects of the KDHLE. For the inquiry about the number of questions in the KDHLE, 353(34.6%) answered that current number of questions is 'Inappropriate' and advisable way of improving KDHLE subjects, 463 (45.4%) answered 'enhancing problem solving ability through unifying subjects', the highest of all. About practical examination methods, 647(67.3%) was answered 'Should be modified'. For methods of dental hygienist practical examination, 'clinical demonstration on patients' received the highest number of votes 628(63.6%). According to the above results, most of active dental hygienists at presence expect the alteration of current KDHLE and new items which are reliable for globalization by testing problem solving ability through unified subjects must be introduced.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.2A
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• pp.273-284
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• 2006

In this study, After considering the general characteristic of Near Fault Ground Motion, the inelastic response spectrum is made to evaluate using the change of ductility and yield stiffness coefficient according to the inelastic behavior of structures which couldn't be examined through the elastic response spectrum. It is conducted to the elastic and inelastic time history analysis about the long period structure which could reflect the characteristic of Near Fault Ground Motion with the best and it is also examined the aspect of response distribution about the input data. Moreover, the response characteristic of structure is analyzed by investigating the plastic hinge for the purpose of grasp about the inelastic behavior of structure.

• The Journal of the Acoustical Society of Korea
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• v.32 no.1
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• pp.22-31
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• 2013

In this paper, we propose a method that estimates the channel response from underwater communication signals with MMSE (Minimun Mean Squared Error) and detects dominant components automatically based on power of response components using CFAR (Constant False Alarm Rate). Statistical characteristics are analyzed with variation of magnitude and phase and time coherence via experimental data obtained by drifting transmitter and receiver. We show that bit error rate has small difference, 1.2 times, compared with the case using every channel information estimated within data period when estimation and equalization is performed with extracted characteristic obtained by the proposed method.