• 대한전기학회:학술대회논문집
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• 대한전기학회 2003년도 학술회의 논문집 정보 및 제어부문 B
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• pp.878-881
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• 2003

To acquire an appointed speaker's clear voice signal from inspect-camera, picture-conference or hands free microphone eliminating interference noises needs to be preceded speaker's position automatically. Presumption of sound source position's basic algorithm is about measuring TDOA(Time Difference Of Arrival) from reaching same signals between two microphones. This main project uses ADF(Adaptive Delay Filter) [4] and CPS(Cross Power Spectrum) [5] which are one of the most important analysis of TDOA. From these analysis this project proposes presumption of real time sound source position and improved model NI-ADF which makes possible to presume both directions of sound source position. NI-ADF noticed that if auditory sense of humankind reaches above to some specified level in specified frequency, it will accept sound through activated nerve. NI-ADF also proposes practicable algorithm, the presumption of real time sound source position including both directions, that when microphone loads to some specified system, it will use sounds level difference from external system related to sounds of diffraction phenomenon. In accordance with the project, when existing both direction adaptation filter's algorithm measures sound source, it increases more than twice number by measuring one way. Preserving this weak point, this project proposes improved algorithm to presume real time in both directions.

• 한국전자파학회지:전자파기술
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• 제17권3호
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• pp.87-100
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• 2006

최근 미국, 일본, 유럽 등에서는 주파수의 효율적 활용 및 관리를 위해 기술을 이용한 과학적 방법을 적용하는 다양한 시도가 진행되고 있는데 국내에서도 무선국 허가를 위한 온라인 서비스와 같은 다양한 온라인 민원 서비스가 G4C(Government for Citizen) 사업을 통해 제공되고 있다. 주파수는 한정된 자원으로 어떻게 효율적으로 경제적으로 활용하는 것에 따라 미래 주파수 이용 산업 발전을 위한 중요 쟁점이 될 것이며 이를 위해 주파수 공유 기술 개발의 촉진 및 관리를 위한 고도화 된 스펙트럼 정책지원 시스템이 필요한 시기이다. 본고에서는 국내 e-licensing의 고도화를 위해 해외 e-licensing에 대한 사례 분석과 상호 비교 분석을 통해 국내에 적합한 e-licensing에 대한 방식을 제시하였다.

• Structural Engineering and Mechanics
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• 제49권1호
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• pp.129-145
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• 2014

In order to investigate the characteristics of torsional wind loads on rectangular tall buildings, five models with different rectangular cross-sections were tested in a boundary wind tunnel. Based on the test results, the RMS force coefficients, power spectrum densities as well as vertical correlation functions of torsional wind loads were analyzed. Formulas that took the side ratio as parameters were proposed to fit the test results above. Comparisons between the results calculated by the formulas and the wind tunnel measurements were made to verify the reliability of the proposed formulas. An simplified expression to evaluate the dynamic torsional wind loads on rectangular tall buildings in urban terrain is presented on basis of the above formulas and has been proved by a practical project. The simplified expressions as well as the proposed formulas can be applied to estimate wind-induce torsional response on rectangular tall buildings in the frequency domain.

• 대한수학회보
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• 제51권2호
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• pp.457-478
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• 2014

In this paper, a 3D autonomous system, which has only stable or non-hyperbolic equilibria but still generates chaos, is presented. This system is topologically non-equivalent to the original Lorenz system and all Lorenz-type systems. This motivates us to further study some of its dynamical behaviors, such as the local stability of equilibrium points, the Lyapunov exponent, the dissipativity, the chaotic waveform in time domain, the continuous frequency spectrum, the Poincar$\acute{e}$ map and the forming mechanism for compound structure of its special cases. Especially, with the help of the Project Method, its Hopf bifurcation of codimension one is in detailed formulated. Numerical simulation results not only examine the corresponding theoretical analytical results, but also show that this system possesses abundant and complex dynamical properties not solved theoretically, which need further attention.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2001년도 추계학술대회 논문집
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• pp.111-116
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• 2001

This paper introduces how to adopt the X-12-ARIMA to decompose the railway passenger demand of the Korea National Railroad Especially, selecting on proper filters is focused. The trend filter is identical to the low pass filter in the signal Processing field, and so the seasonal filter is to band pass filter too. Some considerations, selecting a filter, are provided from the view-point of the spectrum analysis. The technique introduced in this paper will be adopted to the project that is to develope the forecasting system of Korea railway passenger demand which is a part of the high speed rail information system.

• 한국통신학회논문지
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• 제34권11C호
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• pp.1106-1112
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• 2009

SC-FDMA(single carrier-frequency division multiple access)는 낮은 첨두전력을 가져 최근 3GPP LTE(3rd Generation Partnership Project Long Term Evolution)의 상향 다중 접속방식으로 채택되었다. 파형정형 여파기인 제곱근 상승여현 여파기의 롤오프 계수가 1에서 0으로 감소함에 따라 SC-FDMA의 부반송파 매핑방식 중 하나인 IFDMA(interleaved FDMA) 방식의 대역폭은 좁아지지만, 오히려 그 첨두전력은 심각하게 증가할 수 있다. 실제 시스템에서는 증폭기의 전력효율을 높이기 위하여 높은 첨두전력을 특정 값 이하로 절사하는 클리핑 과정을 수행하게 된다. 신호의 클리핑은 고주파 성분의 재생성 및 신호의 왜곡을 야기할 수 있다. 본 논문에서는 파형정형된 IFDMA 신호에서 클리핑이 스펙트럼과 오율에 미치는 영향을 분석한다.

• Journal of Acupuncture Research
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• 제22권3호
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• pp.105-112
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• 2005

경희의료원에 실시하는 임상시험으로 15명의 만성두통환자를 대상으로 침 치료 전후 심박변이도의 변화를 관찰하여 침 치료가 만성두통환자의 자율신경계의 변화에 미치는 영향을 살펴 본 결과 다음의 결론을 얻었다. 1. 치료 전 심박변이도를 관찰한 결과 15명의 치료 전 심박변이도의 경우 SDNN은 $25.78{\pm}7.76$, RMSSD는 $15.16{\pm}6.60$, TP는 $403.23{\pm}240.81$, LF는 $103.38{\pm}91.14$, HF는 $79.43{\pm}61.21$로 남 등이 건강한 성인 206명을 대상으로 심반변이도를 분석한 결과와 비교하여 모든 항목에서 낮게 나타났다. 연령대별로 남 등 의 분석과 비교하여 보면 40대와 50대에서는 LF에서만 높게 나타나고 나머지 항목에서는 모두 낮게 나왔다. 30대 1명은 모든 항목에서, 60대 1명은 LF에서만 높게 나타났고 나머지 항목은 모두 낮게 나왔다. 2. 침치료 8주후의 심박변이도 변화를 치료 전과 비교하여 보면 time domain analysis에서 SDNN과 RMSSD에서 평균수치의 증가는 관찰되었으나 통계적으로 유의하지는 않았다. Frequency donlain analysis에서는 TP, LF, HF에서 모두 평균수치의 증가가 관찰되었으나, TP에서만 통계적으로 유의성 있는 증가 가 있었다(p<0.05, Table3.).

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2015년도 학술발표회
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• pp.244-244
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• 2015

Managed Aquifer Recharge (MAR) in the form of Aquifer Storage and Recovery (ASR) systems are being applied for numerous water augmentation projects both in developed and developing countries. Given the onset of Climate Change and its influence on weather patterns and land use, it has been acknowledged the utilization of this technology will be ever increasing. This technique like all others does have its drawbacks or disadvantages, whereby to overcome these drawbacks or disadvantages it is recommended that logical planning process be followed. In this study, we developed a decision framework known as "Decision framework for the planning, designing, construction/testing and implementation of subsurface water storage system" to further standardize the planning and design process of subsurface water storage system to increase the probability of having a successful ASR/ASTR project. The formulation of this framework was based on earlier frameworks, guidelines, published papers and technical reports which were compiled into a data collection database. The database of which consider both qualitative and quantitative aspect for example recharge objectives, site location, water chemistry of the native, source and recovered water, aquifer characteristics(hydraulic conductivity, transmissivity, porosity), injection/pumping rate, ecological constraints, societal restrictions, regulatory restrictions etc. The assimilation of these factors into a singular framework will benefit the broad spectrum of stakeholder as it maps the chronological order under which ASR project should be undertaken highlighting at each stage the feasibility of the project. The final stage of which should result in fully operational ASR system. The framework was applied to two case studies and through the application of a modified ASR site selection suitability index (Brown et al., 2005) a score was derived to identify the performance of each site. A high score of which meant a maximize chance of success given the reduce presence of project constraints.

• Earthquakes and Structures
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• 제9권6호
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• pp.1337-1353
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• 2015

Seismic upgrading of existing structures is a technical and social issue aimed at risk reduction. Sustainable design is one of the most important challenges in any structural project. Nowadays, many retrofit strategies are feasible and several traditional and innovative options are available to engineers. Basically, the design strategy can lead to increase structural ductility, strength, or both of them, but also stiffness regulation and supplemental damping are possible strategies to reduce seismic vulnerability. Each design solution has different technical and economical performances. In this paper, four different design solutions are presented for the retrofit of an existing RC frame with poor concrete quality and inadequate reinforcement detailing. The considered solutions are based on FRP wrapping of the existing structural elements or alternatively on new RC shear walls introduction. This paper shows the comparison among the considered design strategies in order to select the suitable solution, which reaches the compromise between the obtained safety level and costs during the life-cycle of the building. Each solution is worked out by considering three different levels of seismic demand. The structural capacity of the considered retrofit solutions is assessed with nonlinear static analysis and the seismic performance is evaluated with the capacity spectrum method.

• Ocean Systems Engineering
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• 제8권4호
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• pp.441-459
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• 2018

A coupled dynamic analysis of a semisubmersible-type FOWT has been carried out in time domain under the combined action of irregular wave and turbulent wind represented respectively by JONSWAP spectrum and Kaimal spectrum. To account for the turbine-floater motion coupling in a more realistic way, the wind turbulence has been incorporated into the calculation of aerodynamic loads. The platform model was referred from the DeepCwind project and the turbine considered here was the NREL 5MW Baseline. To account for the operationality of the turbine, two different environmental conditions (operational and survival) have been considered and the aerodynamic effect of turbine-rotation on actual responses of the FOWT has been studied. Higher mean offsets in surge and pitch responses were obtained under the operational condition as compared to the survival condition. The mooring line tensions were also observed to be sensitive to the rotation of turbine due to the turbulence of wind and overestimated responses were found when the constant wind was considered in the analysis. Additionally, a special analysis case of sudden shutdown of the turbine has also been considered to study the swift modification of responses and tension in the mooring cables.