• Annual Conference on Human and Language Technology
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• 2020.10a
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• pp.274-279
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• 2020

대화 시스템은 사용자의 입력 발화에 대해 적절하고 의미 있는 응답을 생성하는 시스템으로 seq2seq 구조를 갖는 대화 모델이 주로 연구되고 있다. 그러나 seq2seq 기반 대화 모델은 입력 발화와 관련성이 떨어지는 응답을 생성하거나 모든 입력 발화와 어울리지만 무미건조한 응답을 생성하는 문제가 있다. 본 논문에서는 이를 해결하기 위해 입력 발화에서 고려해야 하는 키워드를 찾고 그 키워드를 반영하는 응답을 생성하는 모델을 제안한다. 제안 모델은 주어진 입력 발화에서 self-attention을 사용해 각 토큰에 대한 키워드 점수를 구한다. 키워드 점수가 가장 높은 토큰을 대화의 주제 또는 핵심 내용을 포함하는 키워드로 정의하고 응답 생성 과정에서 키워드와 관련된 응답을 생성하도록 한다. 본 논문에서 제안한 대화 모델의 실험 결과 문법과 입력 발화와 생성한 응답의 관련성 측면에서 성능이 향상되었음을 알 수 있었다. 특히 관련성 점수는 본 논문에서 제안한 모델이 비교 모델보다 약 0.25점 상승했다. 실험 결과를 통해 본 논문이 제안한 모델의 우수성을 확인하였다.

• Proceedings of the Korean Nuclear Society Conference
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• 1998.05a
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• pp.221-226
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• 1998

과잉온도 차온(Overtemperature $\Delta$T) 및 과잉출력 차온(Overpower $\Delta$T)트립에 쓰이는 온도 측정계통 총 지연시간은 6초로 구성되며 RTD 우회배관 제거시 4.5초의 RTD 응답시간(일차지연 상수로 가정)과 1.5초의 순수지연시간(전자회로 지연시간 + 그립퍼 풀림시간등)으로 구성된다. 그러나 RTD우회배관 제거전 사고분석을 일차지연상수를 3.5초, 순수지연을 2.5초로 모델링하였으므로 Simulink를 통한 영향분석과 Rack 응답시험 계단파 입력신호의 타당성을 평가하였다. RTD 응답시간은 전형적인 1차 지연요소로 나타내며 계전기나 제어봉 Gripper Release 시간 등은 순수 지연으로 가정하고 분석을 수행하고 기타 지연/지상 필터를 발전소와 동일하게 모델링하여 분석하므로써 발전소에서 일어나는 과도현상을 묘사할 수 있다는 점을 고려할 때 RTD우회배관 제거후 응답시간 지연상수가 바뀌더라도 안전하다는 결론에 도달했다.

• 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.

• Aerospace Engineering and Technology
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• v.11 no.2
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• pp.164-170
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• 2012

This paper presents that the comparison results of AT (Active Transponder) positions obtained from different measurements: the result of GPS device and evaluated position from the SAR (Synthetic Aperture Radar) image, and active transponders can be useful as GCPs(Ground Control Points) in SAR images. The X-band AT are installed on the wide-and-flat area to improve SCR(signal-to-clutter ration), and activated to represent impulse response function in order to operate as one point target in SAR images. Cosmo-SkyMed operating at X-band frequency are used to provide SAR images of AT. The comparison of AT position is performed by using the result of GPS device field measurement and AT SAR images. ENVI-SARscape S/W is used to evaluate AT position in the SAR images. From the comparison, it is shown that AT are useful as GCPs for SAR images.

• Environmental and Resource Economics Review
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• v.17 no.2
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• pp.327-347
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• 2008

This study proposes a new answering mechanism of deciding whether to purchase or not under uncertainty-real risk answering mechanism (R-RAM) for real transaction and hypothetical risk answering mechanism (H-RAM). It IS also. shown that the traditional answering mechanism (TAM) assumed in most of existing contingent valuation methods should be applied in a real transaction without uncertainty. While the willingness to pay (WTP) being simply compared with the bidding price m TAM, the mean of WTP should be greater than the bidding pnce at least by the risk premium for a purchase decision m R-RAM and H-RAM. Only difference between R-RAM and H-RAM is risk premium. The H-RAM takes a smaller risk premium than the R-RAM. This study proposes the contingent valuation method (CVM) with H-RAM could be an alternative to reducing the under-or over-estimation of WTP by comparing the WTP estimates obtained from three different CVMs with TAM, R-RAM and H-RAM.

• Journal of the Korea Convergence Society
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• v.12 no.1
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• pp.205-210
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• 2021

In this study, I studied how to generate input values to achieve the same value as the target value. The general procedures are explained to regenerate the excitation input, which is made by using the frequency response function between input-output. In this study, a mount model connected by a bushing was used as a numerical model. The response value for the excitation input was compared with the target value. The excitation input was corrected to obtain the same response as the target value. Through the iterative process, the reconstructed input value was obtained to have the same response as the test.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 1993.10a
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• pp.14-24
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• 1993

• Journal of Navigation and Port Research
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• v.31 no.8
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• pp.675-681
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• 2007

A numerical procedure is described for estimating the effects of the multi-directional irregular waves on the structural responses of the Tension Leg Platform (TLP). The numerical approach is based on a three dimensional source distribution method for hydrodynamic forces, a three dimensional frame analysis method for structural responses, in which the superstructure of TLP is assumed to be flexible instead of rigid. Hydrodynamic and hydrostatic forces on the submerged surface of a TLP have been accurately calculated by excluding the assumption of the slender body theory. The hydrodynamic interactions among TLP members, such as columns and pontoons, and the structural damping are included in structural analysis. The spectral description used in spectral analysis of directional waves for the linear system of a TLP in the frequency domain is sufficient to completely define the structural responses. This is due to both the wave inputs and responses are stationary Gaussian random process of which the statistical properties in the amplitude domain are well known. The numerical results for the linear motion responses and tension variations in regular waves are compared with the experimental and numerical ones, which are obtained in Yoshida et al.(1983). The results of comparison confirmed the validity of the proposed approach.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.12 no.4_1
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• pp.9-21
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• 1992

The effectiveness of the isolation system installed at the base of the primary structure and at the support of the substructure mounted on the primary structure is evaluated for reducing of structural responses under different earthquakes in this paper. The structural responses are analyzed to identify its behavior due to the input motion characteristics such as various peak acceleration and frequency content. Three analytical models are used to evaluate the effectiveness of the isolation system in this study as follows: fixed-base primary structure with support-fixed substructure, base-isolated primary structure with support-fixed substructure, and fixed-base primary structure with support-isolated substruciure. A computer code (KBISAP) is used for numerical integration of equation of motion considering the interaction between the primary structure and the secondary structure. The matrix condensation technique and constant average acceleration method are utilized in this program. And also, the effective stiffness of the base-isolator on reducing the structural response are evaluated for various earthquakes through the relationship of the acceleration - displacement.

• Journal of Ocean Engineering and Technology
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• v.9 no.1
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• pp.161-172
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• 1995

A numerical procedure is described fro predicting the motion and structural responses of tension leg platforms(TLPs) in waves. The developed numerical approach is based on a combination of a three dimensional source distribution method and the dynamic response analysis method, in which the superstructure of TLPs is assumed flexible instead of the rigid body assumption used in tow-step analysis method. Both the hydrodynamic interactions among TLP members, such as columns and pontoons, and the structural whole structure are formulated using element-fixed coordinate systems which have the origin at the node of the each hull element and move parallel to a space-fixed coordinate system. Numerical results are compared with the experimental and numerical ones, which are obtained in the literature, concerning the motion and structural responses of a TLP in waves. The results of comparison confirmed the validity of the proposed approach.