• Journal of Korean Tunnelling and Underground Space Association
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• v.10 no.1
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• pp.81-90
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• 2008

It is of great importance to determine the optimum cutter spacing in TBM. In order to determine the optimum cutter spacing, a series of cutting tests by linear cutting machine (LCM) are performed with changing cutter space. This study showed that a numerical method for estimating the optimum cutter spacing could be developed by AUTODYN-3D in order to overcome the limitation of LCM test. By using this method, the optimum cutter spacing of Hwangdeung granite was estimated.

• Journal of Broadcast Engineering
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• v.3 no.2
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• pp.146-154
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• 1998

시간적 표본화를 채택한 다중경로방법에 의한 장면전환 검출방법은 전 동영상에 대해 매 프레임마다 순차적으로 검색하는 방법에 비해서 빠르며, 동일한 정확성을 갖고 있다. 그러나, 검출 시간을 최소화하기 위한 적절한 검출 간격을 선택하는 어떠한 기준이나 방법도 제시되지 않았으며 검출 간격을 경험에 의해 선택할 수밖에 없다. 이 논문에서는 장면 전환 검출 시간, 검출 간격과 실제 장면 전환 간격으로부터 검출 시간을 최소화하는 최적 검출 간격을 얻을 수 있음을 보였다. 평균 장면 전환 간격이 알려져 있지 않은 동영상에 대해서 최적 검출 간격을 추정할 수 있는 알고리듬을 제안하였다.

• Journal of Korean Society of Transportation
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• v.35 no.1
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• pp.63-78
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• 2017

The purpose of this study is to determine the optimal aggregation interval to increase the reliability when estimating representative value of individual vehicle travel time collected by DSRC equipment in interrupted traffic flow section in National Highway. For this, we use the bimodal asymmetric distribution data, which is the distribution of the most representative individual vehicle travel time collected in the interrupted traffic flow section, and estimate the MSE(Mean Square Error) according to the variation of the aggregation interval of individual vehicle travel time, and determine the optimal aggregation interval. The estimation equation for the MSE estimation utilizes the maximum estimation error equation of t-distribution that can be used in asymmetric distribution. For the analysis of optimal aggregation interval size, the aggregation interval size of individual vehicle travel time was only 3 minutes or more apart from the aggregation interval size of 1-2 minutes in which the collection of data was normally lost due to the signal stop in the interrupted traffic flow section. The aggregation interval that causes the missing part in the data collection causes another error in the missing data correction process and is excluded. As a result, the optimal aggregation interval for the minimum MSE was 3~5 minutes. Considering both the efficiency of the system operation and the improvement of the reliability of calculation of the travel time, it is effective to operate the basic aggregation interval as 5 minutes as usual and to reduce the aggregation interval to 3 minutes in case of congestion.

• Journal of the Korean Society of Hazard Mitigation
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• v.8 no.5
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• pp.53-58
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• 2008

This study presented a design model optimizing a distance of inlet with drainage pipe laid under the gutter in road. When the distance of inlet changed, a basin for the gutter divided by the distance of inlet and the inflow coming into the gutter would be changed. In this case, the change of inlet distance causes the change of a diameter of drainage pipe and slope because of the change of capacity. Therefore, the optimization is needed to design the combination of them for the distance of inlet. Genetic Algorithm is used to determine the optimal combination of them. The conditions of road and the precipitation were assumed like a real and the range of inlet distance adopted $10{\sim}30\;m$ which has been introduced in domestic. This model presented the optimal distance of inlet and the combination of pipe and slope through the minimum cost. The result of the study is that the optimal distance of inlet is different from each slope of road and it can reduce about 20% of total cost for the distance of inlet.

• Journal of Korean Tunnelling and Underground Space Association
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• v.22 no.5
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• pp.501-513
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• 2020

Cutter cutting tests for the cutter placement in the cutter head are being conducted through various studies. Although the cutter spacing at the minimum specific energy is mainly reflected in the cutter head design, since the optimum cutter spacing at the same cutter penetration depth varies depending on the rock conditions, studies on deciding the optimum cutter spacing should be actively conducted. The machine learning techniques such as the decision tree-based regression model and the SVM regression model were applied to predict the optimum cutter spacing ratio for the nonlinear relationship between cutter penetration depth and cutter spacing. Since the decision tree-based methods are greatly influenced by the number of data, SVM regression predicted optimum cutter spacing ratio according to the penetration depth more accurately and it is judged that the SVM regression will be effectively used to decide the cutter spacing when designing the cutter head if a large amount of data of the optimum cutter spacing ratio according to the penetration depth is accumulated.

• Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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• v.20 no.5
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• pp.116-124
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• 2006

No matter how the equally spaced grounding grid is designed there are many problem. The best-fitted design for unequally spaced grounding grid is a part that must be considered. This paper Suggest a new way of calculation for grounding grid space of ground conductor by an algebraic function control(The first-order function, Root function, Polynomial function etc.) and on the optimal spaced grounding conductor that make the under 2[%] between maximum potential and minimum potential.

• Journal of Korean Society of Transportation
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• v.18 no.3
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• pp.55-76
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• 2000

We propose a general solution methodology for identifying the optimal aggregation interval sizes as a function of the traffic dynamics and frequency of observations for four cases : i) link travel time estimation, ii) corridor/route travel time estimation, iii) link travel time forecasting. and iv) corridor/route travel time forecasting. We first develop statistical models which define Mean Square Error (MSE) for four different cases and interpret the models from a traffic flow perspective. The emphasis is on i) the tradeoff between the Precision and bias, 2) the difference between estimation and forecasting, and 3) the implication of the correlation between links on the corridor/route travel time estimation and forecasting, We then demonstrate the Proposed models to the real-world travel time data from Houston, Texas which were collected as Part of the Automatic Vehicle Identification (AVI) system of the Houston Transtar system. The best aggregation interval sizes for the link travel time estimation and forecasting were different and the function of the traffic dynamics. For the best aggregation interval sizes for the corridor/route travel time estimation and forecasting, the covariance between links had an important effect.

• Proceedings of the Korean Society of Broadcast Engineers Conference
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• 1998.06a
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• pp.147-155
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• 1998

장면 전환 검출 알고리듬은 매 프레임마다 프레임간의 밝기차나 히스트그램 차이를 계산하므로 계산량이 많으며, 검출 속도 또한 느리게 된다. 검색 속도의 향상을 위해 시간적 표본화 방법이 제안되었으나, 적절한 검색 간격을 선택하는 어떠한 기준이나 방법도 제시되지 않았으며, 따라서 검색 간격을 경험에 의해 선택할 수밖에 없었다. 이 논문에서는 동영상의 통계적, 특성, 장면 전환 검색 간격과 장면 전환 검출 시간의 관계를 수식으로 유도하고 실험으로 확인하였다. 또한 최적의 표본화 간격을 유도된 식으로부터 구하고, 동영상의 평균 장면 전환 간격과 관계함을 보였다. 평균 장면 전환 간격이 알려져 있지 않은 동영상에 대해서 최적 검색 간격을 추정할 수 있는 알고리듬을 제안하였다.

• Journal of the Korean Geotechnical Society
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• v.35 no.7
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• pp.29-39
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• 2019

Load distributive compression anchors distribute the compressive stress in the grout and increase the pull-out capacity of the anchor by using multiple anchor bodies. In this anchor type, the spacing between the anchor bodies has a large influence on the stress in the grout. However, there are few researches about the spacing and there are no design standards. Therefore, the effect of the anchor body spacing on the grout stress was analyzed by performing finite element analyses. First, the applicability of the numerical modeling was verified by comparing with field test results of a compression anchor. Then, the parametric study was performed varying soil type, anchor body spacing, and load magnitude. The analysis results showed that the maximum compressive stress in the grout increased at the narrower spacing and the tensile stress developed at the wider spacing. Therefore, the optimum spacing was defined as the spacing, which prevents the superposition of compressive stresses and minimize the tensile stress. Finally, the optimum spacing was proposed according to the soil type and the load magnitude.

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2010.09a
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• pp.363-368
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• 2010

본 논문은 레미콘 차량의 관제 및 관리, 레미콘 플랜트의 효율적 운영을 위해 시행되고 있는 레미콘차량 관제 시스템의 최적 좌표 전송 주기를 평가하고자 하였다. 이를 위해 실제적으로 레미콘차량 관제 시스템을 운영 중인 레미콘회사를 사례로 2010년 5월 한달 간 운행된 20대의 차량에 30초, 1분, 3분, 5분 간격으로 수신 된 좌표 주기별 거리와 실제로 운행 된 거리를 비교하였다. 또한 최적 좌표전송주기를 평가하기 위해 30초, 1분, 3분, 5분 간격으로 전송되는 주기별 Packet 계산표에 따라 데이터 요금제를 비교 환산하여 비용 대비 최적의 좌표전송주기를 평가 하였다. 그 결과 1분 간격의 송신주기가 오차율이 2.34%, 1일 8시간 운행기준 월 송신요금이 10,000원으로 나타나 가장 합리적으로 분석되었다. 그러나 좌표전송에서 비정상적인 값이 수신 될 경우 그에 대한 방안이내 처리 절차 등의 추가적인 연구의 필요성이 제기된다.