• 한국멀티미디어학회논문지
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• 제6권5호
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• pp.788-796
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• 2003

본 논문에서는 순차적 학습 방법에서의 동적 모멘트를 제안한다. 동적 모멘트에서의 가변적인 모멘트를 이용하여 수렴 속도와 학습 성능을 향상시키며 회귀율에서도 이를 확인할 수 있다 제안된 학습 방법은 기존의 정적모멘트와는 달리 수렴 정도에 따라 현재의 학습에 과거의 학습률을 달리 반영하는 방법이다. 기존의 정적 상수로 정의된 모멘트가 전체 학습에 동등하게 영향을 주는 반면 제안된 동적모멘트를 이용한 학습 방법은 학습 수행에 따라 동적으로 모멘트를 변경함으로써 수렴 속도와 학습 성능을 효과적으로 제어할 수 있다. 이전의 분류문제와 회귀문제의 분리확인과는 달리 본 논문에서는 제안된 동적모멘트의 성능과 회귀율을 동시에 확인한다. 본 논문에서 사용한 회귀방법은 RMS 오류율을 사용하였으며 제안된 학습방법인 동적모멘트를 SVM(Support Vector Machine)의 순차 학습방법인 KA(Kernel Adatron)과 KR(Kernel Relaxation)에 적용하여 RMS 오류율을 확인하였다. 공정한 학습 성능 평가를 위해 신경망 분류기표준평가데이터인 SONAR 데이터를 이용하였으며 실험 결과 동적모멘트를 이용한 학습 성능과 수렴 속도 및 RMS 오류율이 정적모멘트를 이용한 학습방법보다 향상되었음을 확인하였다.

• 한국통신학회논문지
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• 제28권5B호
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• pp.466-474
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• 2003

본 논문에서는 최근 효율적이고 경제적인 초고속 광가입자망 기술로서 부각된 Ethernet-PON 시스템을 위한 시뮬레이션 모델을 OPNET을 이용하여 구현한다. 설계한 Ethernet-PON 시스템은 IEEE 802.3ah EFM을 기반으로 요청/허가 TDMA MAC 프로토콜을 사용하며 제어 패킷들의 교환을 통해 등록, 레인징, 동적 대역 할당 등의 기능을 수행한다. 시뮬레이션 모델을 사용하여 초기 등록 절차에서의 성공률과 나중 등록을 위한 지연에 관한 결과를 분석하였다. 또한 사용자의 요구 대역 정보를 기반으로 대역을 동적으로 할당하는 Dynamic TDMA 프로토콜과 사용자의 요구에 관계없이 동등한 대역을 할당하는 Static TDMA 프로토콜의 성능을 채널 이용률 및 큐잉 지연 관점에서 비교하였다. 본 논문에서 구현한 시뮬레이터는 Ethernet-PON 시스템의 설계 과정에서 논의될 수 있는 여러 기술 사항들에 대한 적절한 선택 기준을 모의 실험을 통해 제시할 수 있을 것으로 기대된다.

• The Journal of Korean Physical Therapy
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• 제22권4호
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• pp.7-14
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• 2010

Purpose: The goal of this study was to investigate the effect of balance and gait ability through two motor dual task training in chronic stroke subjects. Methods: A group of twenty-five subjects who were six months post stroke participated in this study, where they were designated into pretest-posttest control The subjects were randomly allocated into two groups: experimental (n=13) and control (n=12). Both groups received physical therapy for 5 session 30 minutes per week during 6 weeks. Experimental group practiced additional two motor dual task training programs for thirty minutes a day, three days a week during six weeks. Evaluation of results was obtained through analyzing static balance, dynamic balance and gait function. Results: There was significant improvement among the group that practiced the additional two motor dual task training in that the postural sway area with open eye and close eye on the foam surface, the dynamic balance (p<0.05), and the gait function (p<0.05). Conclusion: Two motor dual task training improved static balance on the foam, dynamic balance, gait function. These results suggest that two motor dual task training is a feasible and suitable treatment for individuals with chronic stroke.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2005년도 추계학술대회 논문집
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• pp.1165-1170
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• 2005

In order to perform the spatial buckling analysis of the curved beam element with nonsymmetric thin-walled cross section, exact static stiffness matrices are evaluated using equilibrium equations and force-deformation relations. Contrary to evaluation procedures of dynamic stiffness matrices, 14 displacement parameters are introduced when transforming the four order simultaneous differential equations to the first order differential equations and 2 displacement parameters among these displacements are integrated in advance. Thus non-homogeneous simultaneous differential equations are obtained with respect to the remaining 8 displacement parameters. For general solution of these equations, the method of undetermined parameters is applied and a generalized linear eigenvalue problem and a system of linear algebraic equations with complex matrices are solved with respect to 12 displacement parameters. Resultantly displacement functions are exactly derived and exact static stiffness matrices are determined using member force-displacement relations. The buckling loads are evaluated and compared with analytic solutions or results by ABAQUS's shell element.

• Earthquakes and Structures
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• 제26권5호
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• pp.327-336
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• 2024

Evaluation of tunnel performance in seismic-prone areas demands efficient means of estimating performance at different hazard levels. The present study introduces an innovative push-over analysis approach which employs the standard earthquake spectrum to simulate the performance of a tunnel. The numerical simulation has taken into account the lining and surrounding rock to calculate the rock-tunnel interaction subjected to a static push-over displacement regime. Elastic perfectly plastic models for the lining and hardening strain rock medium were used to portray the development of plastic hinges, nonlinear deformation, and performance of the tunnel structure. Separately using a computational algorithm, the non-linear response spectrum was approximated from the average shear strain of the rock model. A NATM tunnel in Turkey was chosen for parametric study. A seismic performance curve and two performance thresholds are introduced that are based on the proposed nonlinear seismic static loading approach and the formation of plastic hinges. The tunnel model was also subjected to a harmonic excitation with a smooth response spectrum and different amplitudes in the fully-dynamic phase to assess the accuracy of the approach. The parametric study investigated the effects of the lining stiffness and capacity and soil stiffness on the seismic performance of the tunnel.

• 한국안전학회지
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• 제27권4호
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• pp.43-49
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• 2012

In the design of high speed railway bridges is important a impact factor as a tool of assessing the dynamic capacitys of bridges. However, the impact factor(or dynamic amplification factor, DAF) of high speed railway bridges may essentially be changeable because the dynamic response is affected by the long train length(380 m), number of axles and high speed velocity(300 km/h)(Korea Train eXpress: KTX). Therefore, on this study will be examined the dynamic capacity and stability of the typical PSC Box Girder of high speed railway bridge. At first, the static/dynamic analysis is performed considering the axle load line of KTX based upon existing references. Additionally, the KTX moving load is transformed into the dynamic time series load for conducting various parameter studies like axle length, analytical time increment, velocity of KTX. The time history analysis is repeatedly performed to get maximum dynamic responce by varying axle load length, analytical time increment, velocity of KTX. The study shows that dynamic analysis has resonable results with optimal axle load length(0.6 m) and time increment(0.01 sec.) and maximum DAF and dynamic resonance happens at 270 km/h velocity of KTX.

• Coupled systems mechanics
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• 제8권2호
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• pp.169-184
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• 2019

This research work presents a study that aims to assess the dynamic structural behaviour and also investigate the human comfort levels of a reinforced concrete building, when subjected to nondeterministic wind dynamic loadings, considering the effect of masonry infills on the global stiffness of the structural model. In general, the masonry fills most of the empty areas within the structural frames of the buildings. Although these masonry infills present structural stiffness, the common practice of engineers is to adopt them as static loads, disregarding the effect of the masonry infills on the global stiffness of the structural system. This way, in this study a numerical model based on sixteen-storey reinforced concrete building with 48 m high and dimensions of $14.20m{\times}15m$ was analysed. This way, static, modal and dynamic analyses were carried out in order to simulate the structural model based on two different strategies: no masonry infills and masonry infills simulated by shell finite elements. In this investigation, the wind action is considered as a nondeterministic process with unstable properties and also random characteristics. The fluctuating parcel of the wind is decomposed into a finite number of harmonic functions proportional to the structure resonant frequency with phase angles randomly determined. The nondeterministic dynamic analysis clearly demonstrates the relevance of a more realistic numerical modelling of the masonry infills, due to the modifications on the global structural stiffness of the building. The maximum displacements and peak accelerations values were reduced when the effect of the masonry infills (structural stiffness) were considered in the dynamic analysis. Finally, it can be concluded that the human comfort evaluation of the sixteen-storey reinforced concrete building can be altered in a favourable way to design.

• 한국구조물진단유지관리공학회 논문집
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• 제12권3호
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• pp.155-166
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• 2008

연구대상댐의 우안부는 콘크리트구조물로 축조된 콘크리트 중력식댐으로 이루어져 있고, 좌안부는 사력재료로 이루어진 사력댐으로 구성되어 있는 복합댐이다. 이련 형식의 댐 거동에 대한 연구에 있어서 국내는 물론 선진외국의 참고자료도 희소한 실정이다. 국내의 경우 약 17,000의 저수시설물중 복합댐 형식은 지자체나 기타 기관에서 관리하는 생 공 용수댐의 경우 거의 존재하지 않으며, 설혹 존재하더라도 시설물의 관리자료가 전무한 실정으로, 국내 다목적댐 중 유일한 복합댐을 선정하여 중력식댐과 사력댐 접합부의 거동특성을 분석하였다. 본 연구에서는 해석적 방법에 의하여 복합댐의 동적 상호거동특성을 분석하기 위하여 댐 축을 기준으로 모델링하여 정적(유사정적법, 수정진도법) 및 동적해석을 수행하여, 지진시 콘크리트댐과 사력댐 접합부의 지진 응답해석을 분석하였다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2007년도 춘계학술대회논문집
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• pp.161-170
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• 2007

In general, deflection limit criteria of bridge design specifications would have been considered based on the static serviceability and structural stability. Dynamic serviceability induced from bridge vibration, as a comfort limit, actually has not been included in the criteria. Thus, it is necessary for dynamic serviceability to be considered in bridge vibration problems and for comfort limit on vibration to be needed for evaluating dynamic serviceability of bridges. In this paper, comfort limits of bridge structures considering the time duration exposed by vibration were examined with frequency and time dependent comfort limits, and they were evaluated by using the vibration signals measured from the existing bridges. Therefore, it is resulted that the time-dependent comfort limit considering the duration of vibration is an efficient estimate for evaluating dynamic serviceability of bridges.

• 한국소음진동공학회논문집
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• 제17권10호
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• pp.923-935
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• 2007

In general, deflection limit criteria of bridge design specifications would have been considered based on the static serviceability and structural stability. Dynamic serviceability induced from bridge vibration, as a comfort limit, actually has not been included in the criteria. Thus, it is necessary for dynamic serviceability to be considered in bridge vibration problems and for comfort limit on vibration to be needed for evaluating dynamic serviceability of bridges. In this paper, comfort limits of bridge structures considering the time duration exposed by vibration were examined with frequency and time dependent comfort limits, and they were evaluated by using the vibration signals measured from the existing bridges. Therefore, it is resulted that the time-dependent comfort limit considering the duration of vibration is an efficient estimate for evaluating dynamic serviceability of bridges.