• 한국생산제조학회지
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• 제6권2호
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• pp.42-48
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• 1997

Drive systems are composed of spiral bevel gear, axle and bearings. In this paper, drive systems and the part of them are analyzed and a correlation of the factor that shows the geometry of spiral bevel gear is evaluated. The Weibull distribution of probability for survival, which caused by the load of bearings and gear teeth, would be calculated, and the life and reliability with equivalent function could be measured more specifically. The reliability methods are applied as a probability of which the gear drive systems are satisfiably operated.

• 한국공작기계학회:학술대회논문집
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• 한국공작기계학회 2001년도 추계학술대회(한국공작기계학회)
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• pp.166-171
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• 2001

Copper bus-bar is made by drawing process and used in many part of industry. When design drawing die for copper bus-bar, design factor is focused on the deformation of die-land by drawing force and shrink fit. In this paper, to determine shrink fit value is analyzed by automatic shrink fit analysis program, APDL/UIDL language in a commercial FEM package, ANSYS, has been developed that enables optimal design of the dies taking into account the elastic deflections generated in shrink fitting the die inserts and that caused by the stresses generated in the process and by using DEFORM software for drawing process analysis. This data can be processed as load input data for a finite element die-stress analysis. Process simulation and stress analysis are thus combined during the drawing die design. The stress analysis of the dies is used to determine optimized dimension of die-land.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 추계학술대회 논문집
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• pp.1071-1076
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• 2007

In high-speed line, at some part of the track which rubber ballast-mat installed, track irregularity grew rapidly and affected riding comfort and train running stability. It is urgently requested to establish counter-measures which can be applied to track under operation. To do this, it is very important to analysis the origin of that phenomenon before. Track support stiffness is an essential factor for evaluating track condition. Sudden changes of support stiffness along track occur instability of train and bad riding comfort. Preventing sudden changes of track support stiffness is a key technique in high-speed track maintenance. Besides the sudden changes, the magnitude itself also significantly affects track and train. Low stiffness of ballast-mat makes ballast acceleration area wider. And it may accelerate track irregularity growth. So, the stiffness should be limited. To calculate track stiffness, measuring load and displacement on track is needed. In this study, the behavior of the track which rubber ballast-mat installed was measured and analyzed to understand the origin of rapid growth of it.

• 한국생산제조학회지
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• 제21권6호
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• pp.871-877
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• 2012

New materials widely used for automobile related industry, aircraft, space development area are mostly high hardness materials. The hardness value of some hardened materials is over HRC45 and machining of this hardened materials is called as hard turning. Hard turning has its advantage on processing flexibility, cycle time and tool cost reduction. Also this process obtains high efficiency in processing and precise surface roughness through application of the CBN tools. In hard turning process with CBN tool, surface integrity is the important factor for considering the design of machine part and component under high stress and load conditions. A purpose of this study is to analyze optimal condition in hard turning process of AISI 52100 steel (HRC62) with high CBN and low CBN on turning characteristics, tool wear mechanism comparison and surface integrity.

• 태양에너지
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• 제18권3호
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• pp.153-160
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• 1998

The methodology and feasibility analysis model for small hydropower plant has been studied and developed. It consists of two main part, the performance prediction model to estimate the performance characteristics and economics anaysis model to evaluate economical characteristics for surveyed sites. The performance characteristics and feasibility assessment for surveyed sites were analyzed, using developed models. Also, primary design specifications such as design flowrate, capacity, load factor were estimated and discussed for surveyed sites in Dan-yang and feasibility was suggested through analyzing the investment, unit cost and payback period.

• 정보처리학회논문지C
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• 제12C권2호
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• pp.229-234
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• 2005

본 논문에서는 ATM 네트워크에서 인터넷 트래픽 성능 향상을 위한 퍼지를 응용한 버퍼 관리 알고리즘을 제안한다. 제안된 알고리즘은 퍼지 제어기를 이용해서 새로 도착하는 패킷을 버퍼의 상태와 VC의 부하에 따라 동적으로 폐기를 결정하여 버퍼 이용 효율과 GFR의 요구사항을 충족할 수 있도록 하였다. 컴퓨터 시뮬레이션을 통해 기존의 버퍼 관리 알고리즘과 성능을 비교한 결과, 공평성과 TCP 수율 면에서 성능이 향상됨을 보였다.

• 한국음향학회지
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• 제31권7호
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• pp.427-434
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• 2012

WSOLA 방식은 음성 신호의 시간축 변환을 위한 고음질의 효율적인 알고리즘으로 알려져 있다. WSOLA의 계산량은 두 신호 파형 사이의 유사도를 평가하는 반복적인 정규상호상관도 계산에 집중되어 있다. 본 논문은 WSOLA 계산량 감축을 위해 고속의 정규상호상관도 계산 방법을 제안하며, 제안된 방법에서는 미리 계산된 합 테이블을 통해 인접한 구간에서의 반복적인 정규상호상관도 계산의 중복성을 제거한다. 정규상호상관도의 분모 부분은 시간축 변환 비율에 관계없이 높은 중복성을 가지는데 반해, 분자 부분은 보다 낮은 중복성을 가지며 중복 정도가 시간축 변환 비율과 최적 이동값에 의해 영향을 받기 때문에 고속 계산을 위해 보다 복잡한 알고리즘이 요구된다. 시뮬레이션 결과, 제안된 방법이 기존의 WSOLA와 완전히 동일한 음질을 유지하면서도 시간축 압축의 경우 약 40%, 그리고 1/2배속 및 1/3배속으로의 시간축 신장의 경우 각각 약 47% 및 52%의 실행시간을 감소시킴을 보인다.

• 환경영향평가
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• 제9권3호
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• pp.203-214
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• 2000

Health risk assessment is applied to streamlining LCA(Life Cycle Assessment) using Monte carlo simulation for probabilistic/stochastic exposure and risk distribution analysis caused by data variability and uncertainty. A case study was carried out to find benefits of this application. BTC(Benzene, Trichloroethylene, Carbon tetrachloride mixture alias) personal exposure cases were assumed as production worker(in workplace), manager(in office) and business man(outdoor). These cases were different from occupational retention time and exposure concentration for BTC consumption pattern. The result of cancer risk in these 3 scenario cases were estimated as $1.72E-4{\pm}1.2E+0$(production worker; case A), $9.62E-5{\pm}1.44E-5$(manger; case B), $6.90E-5{\pm}1.16E+0$(business man; case C), respectively. Portions of over acceptable risk 1.00E-4(assumed standard) were 99.85%, 38.89% and 0.61%, respectively. Estimated BTC risk was log-normal pattern, but some of distributions did not have any formal patterns. Except first impact factor(BTC emission quantity), sensitivity analysis showed that main effective factor was retention time in their occupational exposure sites. This case study is a good example to cover that LCA with probabilistic risk analysis tool can supply various significant information such as statistical distribution including personal/environmental exposure level, daily time activity pattern and individual susceptibility. Further research is needed for investigating real data of these input variables and personal exposure concentration and application of this study methodology.

• Ocean Systems Engineering
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• 제6권1호
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• pp.61-97
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• 2016

This is the second of two papers on the 3D numerical modeling of nearshore hydro- and morphodynamics. In Part I, the focus was on surf and swash zone hydrodynamics in the cross-shore and longshore directions. Here, we consider nearshore processes with an emphasis on the effects of oceanic forcing and beach characteristics on sediment transport in the cross- and longshore directions, as well as on foreshore bathymetry changes. The Delft3D and XBeach models were used with four turbulence closures (viz., ${\kappa}-{\varepsilon}$, ${\kappa}-L$, ATM and H-LES) to solve the 3D Navier-Stokes equations for incompressible flow as well as the beach morphology. The sediment transport module simulates both bed load and suspended load transport of non-cohesive sediments. Twenty sets of numerical experiments combining nine control parameters under a range of bed characteristics and incident wave and tidal conditions were simulated. For each case, the general morphological response in shore-normal and shore-parallel directions was presented. Numerical results showed that the ${\kappa}-{\varepsilon}$ and H-LES closure models yield similar results that are in better agreement with existing morphodynamic observations than the results of the other turbulence models. The simulations showed that wave forcing drives a sediment circulation pattern that results in bar and berm formation. However, together with wave forcing, tides modulate the predicted nearshore sediment dynamics. The combination of tides and wave action has a notable effect on longshore suspended sediment transport fluxes, relative to wave action alone. The model's ability to predict sediment transport under propagation of obliquely incident wave conditions underscores its potential for understanding the evolution of beach morphology at field scale. For example, the results of the model confirmed that the wave characteristics have a considerable effect on the cumulative erosion/deposition, cross-shore distribution of longshore sediment transport and transport rate across and along the beach face. In addition, for the same type of oceanic forcing, the beach morphology exhibits different erosive characteristics depending on grain size (e.g., foreshore profile evolution is erosive or accretive on fine or coarse sand beaches, respectively). Decreasing wave height increases the proportion of onshore to offshore fluxes, almost reaching a neutral net balance. The sediment movement increases with wave height, which is the dominant factor controlling the beach face shape.

• 대한토목학회논문집
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• 제28권6C호
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• pp.367-377
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• 2008

국내 기초구조물에 대한 하중저항계수설계법 개발의 일환으로 신뢰성에 기반한 항타강관말뚝의 저항계수를 산정하였다. 국내 정재하시험 및 지반조사 자료를 수집, 분석하여 측정 지지력 확인이 가능한 57개 자료에 대해서 선단부 N치 50을 기준으로 두 그룹으로 분류하였다(N<50, $N{\geq}50$). 구조물기초설계기준에서 제안하고 있는 두 가지 정역학적 설계공식에 대해서 대표 측정지지력과 설계지지력을 비교함으로써 저항편향계수를 평가하였다. 저항편향계수의 통계특성을 이용하여 일차신뢰도법 및 몬테카를로 시뮬레이션에 의한 엄밀한 신뢰성 분석을 실시하였다. 신뢰성 분석 결과 및 국내 말뚝기초의 설계, 시공 실무 특성을 종합적으로 고려하여 목표 신뢰도지수를 결정하였다. 무리말뚝의 여용성을 적용할 수 있는 경우 2.0, 2.33, 무리말뚝의 여용성을 적용할 수 없는 경우 2.5의 목표 신뢰도지수를 결정하였고, 일차신뢰도법 및 몬테카를로 시뮬레이션을 적용하여 저항계수를 산정하였다.