• 한국음향학회지
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• 제37권6호
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• pp.483-488
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• 2018

원거리 발성은 화자 인증 시스템의 성능을 하락시키는 주요 요인으로 알려져 있다. 본 논문에서는 교사 학생 학습을 이용하여 원거리 발성에 의한 화자 인증 시스템의 성능 하락을 보상하는 기법을 제안한다. 교사 학생 학습은 미리 학습된 교사 심층신경망의 출력과 학생 신경망의 출력이 같아지도록 학생 신경망을 학습하는 기법이다. 여기서 교사 신경망에는 근거리 발성을, 학생 신경망에는 원거리 발성을 입력한 뒤, 두 신경망의 출력을 동일하게 만드는 과정을 통해 원거리 발성을 보상할 수 있을 것이라고 기대하였다. 하지만 원거리 발성을 보상하는 과정에서, 근거리 발성에 대한 인식률이 저하되는 현상을 실험적으로 발견하였다. 위와 같은 현상을 예방하기 위해 본 논문에서는 교사 심층신경망을 학생 심층신경망의 초깃값으로 사용하는 기법과 학생 심층신경망을 근거리 발성에 대해서도 학습하는 기법을 제안하였다. 모든 실험은 원 음성을 입력 받는 심층신경망을 활용해 수행하였다. 동일한 발성을 각각 4 채널로 근거리와 원거리에서 자체적으로 수집한 문장 종속 데이터셋을 활용하였다. 동일 오류율을 기준으로 근거리 / 원거리 발성에 대한 화자 인증 성능을 평가한 결과 교사 학생 학습을 사용하지 않을 경우 2.55 % / 2.8 %, 기존의 교사 학생 학습을 사용할 경우 9.75 % / 1.8 %, 제안한 기법들을 적용한 경우 2.5 % / 2.7 %의 오류율을 확인하였다.

• JSTS:Journal of Semiconductor Technology and Science
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• 제14권4호
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• pp.471-477
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• 2014

In this paper, a modeling and co-simulation methodology is proposed to predict the radiated electromagnetic interference (EMI) from on-chip switching I/O buffers. The output waveforms of I/O buffers are simulated including the on-chip I/O buffer circuit and the RC extracted on-chip interconnect netlist, package, and printed circuit board (PCB). In order to accurately estimate the EMI, a full-wave 3D simulation is performed including the measurement environment. The simulation results are compared with near-field electromagnetic scan results and far-field measurements from an anechoic chamber, and the sources of emission peaks were analyzed. For accurate far-field EMI simulation, PCB power trace models considering IC switching current paths and external power cable models must be considered for accurate EMI prediction. With the proposed EMI simulation model and flow, the electromagnetic compatibility can be tested even before the IC is fabricated.

• 한국인터넷방송통신학회논문지
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• 제19권4호
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• pp.105-111
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• 2019

본 논문에서는 근접전계 시험을 수행하여 Ka 대역 밀리미터파 탐색기용 도파관 광벽 슬롯 배열 안테나의 성능 검증을 수행하였다. 슬롯 배열 안테나의 측정은 원전계, 근접전계 시험을 모두 수행하고 비교하여 밀리미터파 대역의 근접전계 시험의 유효성을 확인하였다. 검증을 수행한 슬롯 배열 안테나의 빔폭 및 부엽 준위를 포함한 빔 패턴 특성이 동일함을 확인하였다. 방위각, 고각 빔패턴의 부엽준위 차이는 1dB 이내로 검증되었다. 추가로 back-projection 기법을 활용하여 근접전계 데이터를 가공한 후 안테나 개구면의 분포를 새롭게 추출하여 배열 안테나 성능 분석을 수행하는 방법에 대하여 소개하였다.

• 한국멀티미디어학회논문지
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• 제11권6호
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• pp.860-868
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• 2008

Human detection techniques in outdoor scenes have been studied for a long time to watch suspicious movements or to keep someone from danger. However there are few methods of human detection in overhead or near-field view scenes, while lots of human detection methods in far-field view scenes have been developed. In this paper, a set of five features useful for human detection in overhead view scenes and another set of four useful features in near-field view scenes are suggested. Eight feature-candidates are first extracted by analyzing geometrically varying characteristics of moving objects in samples of video sequences. Then highly contributed features for each view scene to classifying human from other moving objects are selected among them by using a neural network learning technique. Through experiments with hundreds of moving objects, we found that each set of features is very useful for human detection and classification accuracy for overhead view and near-field view scenes was over 90%. The suggested sets of features can be used effectively in a PTZ camera based surveillance system where both the overhead and near-field view scenes appear.

• Current Optics and Photonics
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• 제5권3호
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• pp.229-237
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• 2021

The capabilities of the near-field scanning optical microscope (NSOM) for obtaining high resolution lateral topographical images as well as for mapping the spectroscopic and optical properties of a sample below the diffraction limit of light have made it an attractive research field for most researchers dealing with optical characteristics of materials in nano scales. The apertured NSOM technique involves confining light into an aperture of sub-wavelength size and using it to illuminate a sample maintained at a distance equal to a fraction of the sub-wavelength aperture (near-field region). In this article, we present a setup for developing NSOM using a cantilever with a sub-wavelength aperture at the tip. A single laser is used for both cantilever deflection measurement and near-field sample excitation. The laser beam is focused at the apex of the cantilever where a portion of the beam is reflected and the other portion goes through the aperture and causes local near-field optical excitation of the sample, which is then raster scanned in the near-field region. The reflected beam is used for an optical beam deflection technique that yields topographical images by controlling the probe-sample in nano-distance. The fluorescence emissions signal is detected in far-field by the help of a silicon avalanche photodiode. The images obtained using this method show a good correlation between the topographical image and the mapping of the fluorescence emissions.

• 한국음향학회:학술대회논문집
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• 한국음향학회 1996년도 제11회 수중음향학 학술발표회 논문집 11th Underwater Acoustics Symposium Proceedings
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• pp.59-62
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• 1996

A numerical study of a two-dimensional acoustic field is carride ort for a spinning vortex pair located neat a wall to investigate the effect of the wall from the spinning quadrupole source in unsteady vortical flows. Based on the known incompressible flow field, the perturbed compressible acoustic terms derived from the Euler equations are calculated. Non-reflecting boundary conditions on the free field and the solid boundary conditions are developed for a generalized curvilinear coordinates system to investigate the effect of a curced wall. It is concluded that the sound generated by the quadrupole sources of unsteady vortical flows in the presence of a flat wall or a circular cylinder can be calculated by using the source terms of hydrodynamic flow fluctuations in both near and far acoustic fields simultaneously.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2002년도 추계 학술발표회 논문집
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• pp.106-113
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• 2002

In this study, a numerical analysis method for soil-pile interaction in frequency domain problem is presented. The total soil-pile interaction system is divided into two parts so called near field and far field. In the near field, beam elements are used for a pile and plain strain finite elements for soil. In the far field, dynamic fundamental solution for multi-layered half planes based on boundary element formulation is adopted for soil. These two fields are coupled using FE-BE coupling technique In order to verify the proposed soil-pile interaction analysis, the dynamic responses of pile on multi-layered half planes are simulated and the results are compared with the experimental results. Also, the dynamic response analyses of interface spring elements are performed. As a result, less spring stiffness makes the natural frequency decrease and the resonant amplitude increase.

• 대한전자공학회논문지
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• 제21권1호
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• pp.1-6
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• 1984

기하광학적 해석방법으로 입사조건에 따른 SCS(step-graded-step) 모드 스크램블러의 near field pattern, 모달 파우어 분포 및 far field pattern을 계산하고, 실험결과와 일치함을 보였다. 이로부터 SGS 모드 스크램블러에 의해 피측정 graded index 광섬유에서 stable mode launching이 이루어짐을 설명하였다. 또한 SGS 모드 스크램블러의 효과적 사용 방법으로는 입사 NA를 적게하는 것이 좋다는 것을 알았으며, 실험으로 확인하였다.

• Earthquakes and Structures
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• 제14권5호
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• pp.399-409
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• 2018

The dynamic response and seismic damage of single-layer reticulated shells in the near field of a rupturing fault can be different from those in the far field due to the different characteristics in the ground motions. To investigate the effect, the dynamic response and seismic damage of this spatial structures subjected to two different ground motions were numerically studied by nonlinear dynamic response analysis. Firstly, twelve seismic waves with an apparent velocity pulse, including horizontal and vertical seismic waves, were selected to represent the near-fault ground motion characteristics. In contrast, twelve seismic records recorded at the same site from other or same events where the epicenter was far away from the site were employed as the far-fault ground motions. Secondly, the parametric modeling process of Kiewitt single-layer reticulated domes using the finite-element package ANSYS was described carefully. Thirdly, a nonlinear time-history response analysis was carried out for typical domes subjected to different earthquakes, followed by analyzing the dynamic response and seismic damage of this spatial structures under two different ground motions based on the maximum nodal displacements and Park-Ang index as well as dissipated energy. The results showed that this spatial structures in the near field of a rupturing fault exhibit a larger dynamic response and seismic damage than those obtained from far-fault ground motions. In addition, the results also showed that the frequency overlap between structures and ground motions has a significant influence on the dynamic response of the single-layer reticulated shells, the duration of the ground motions has little effects.

• Steel and Composite Structures
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• 제34권5호
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• pp.625-641
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• 2020

The realistic modeling of the beam-column semi-rigid connection in steel frames attracted the attention of many researchers in the past for the seismic analysis of semi-rigid frames. Comparatively less studies have been made to investigate the behavior of steel frames with semi-rigid connections under different types of earthquake. Herein, the seismic behavior of semi-rigid steel frames is investigated under both far and near-field earthquakes. The semi-rigid connection is modeled by the multilinear plastic link element consisting of rotational springs. The kinematic hysteresis model is used to define the dynamic behavior of the rotational spring, describing the nonlinearity of the semi-rigid connection as defined in SAP2000. The nonlinear time history analysis (NTHA) is performed to obtain response time histories of the frame under scaled earthquakes at three PGA levels denoting the low, medium and high-level earthquakes. The other important parameters varied are the stiffness and strength parameters of the connections, defining the degree of semi-rigidity. For studying the behavior of the semi-rigid frame, a large number of seismic demand parameters are considered. The benchmark for comparison is taken as those of the corresponding rigid frame. Two different frames, namely, a five-story frame and a ten-story frame are considered as the numerical examples. It is shown that semi-rigid frames prove to be effective and beneficial in resisting the seismic forces for near-field earthquakes (PGA ≈ 0.2g), especially in reducing the base shear to a considerable extent for the moderate level of earthquake. Further, the semi-rigid frame with a relatively weaker beam and less connection stiffness may withstand a moderately strong earthquake without having much damage in the beams.