• Journal of Energy Engineering
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• v.9 no.4
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• pp.372-378
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• 2000

확산 모형은 원래 연속적인 확산과정을 개발하기 위하여 도입되었으나, 기본적인 확산 모형은 많은 제약과 가정을 내포하고 있다. 본 논문은 잘못된 추정의 가능성을 줄이기 위해 많은 제약하에서 유용한 데이터가 별로 많지 않은 상태에서의 파라메터 추정을 시도하였으며, DSM 프로그램의 효과를 예측하기 위하여 피이드 백 방법과 비선형 최소자승법에 의한 파라메터를 추정하였다. 또한 DSM에 많은 영향을 끼치는 광고효과를 반영하기 위하여 본 연구에서는 마케팅 변수에 의존하는 수정된 확산모델을 이용하여 수요관리의 모니터링 시스템을 연구하였다. 본 논문에서는 고효율 조명기기에 의한 사례 연구를 통하여 DSM 효과에 의한 전력수요 변화를 추정하였으며, 우리나라 처럼 축적된 자료의 양이 적은 상황에서 초반 추정 오류의 가능성을 줄일 수 있는 방안을 제시하였다.

• Journal of the Institute of Convergence Signal Processing
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• v.3 no.2
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• pp.1-7
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• 2002

Since multimedia data such as video and audio data are displayed within a certain time constraint, their computation and manipulation should be handled under limited condition. Traditional real-time scheduling algorithms could not be directly applicable, because they are not suitable for multimedia scheduling applications which support many clients at the same time. Rate Regulating Proportional Share Scheduling Algorithm is a scheduling algorithm considered the time constraint of the multimedia data. This scheduling algorithm uses a rate regulator which prevents tasks from receiving more resource than its share in a given period. But this algorithm loses fairness, and does not show graceful degradation of performance under overloaded situation. This paper proposes a new modified algorithm, namely Modified Proportional Share Scheduling Algorithm considering the characteristics of multimedia data such as its continuity and time dependency. Proposed scheduling algorithm shows graceful degradation of performance in overloaded situation and the reduction in the number of context switching. Furthermore, a new evaluation method is proposed which can evaluate the flexibility of scheduling algorithm.

• Proceedings of the Korean Society of Developmental Biology Conference
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• 2003.10a
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• pp.127-127
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• 2003

본 연구의 목적은 젖소에서 다배란유기법의 확립을 위해서 호르몬을 처리법을 달리한 결과이다. 난포의 발생을 자극하는 FSH 호르몬을 하루에 2번의 호르몬 주사를 하는 데, 이는 혈액내에 난포자극호르몬의 농도를 연속적으로 유지하여 난소에서 다난포 발생의 목적을 달성하고자 하는 방법이다. 하지만 빈번하게 호르몬을 주사하는 방법은 처리하는 노력이 필요하고 공란우도 스트레스로 작용한다. 이러한 단점을 극복하기 위해 한번에 많은 난포의 성숙을 유도하는 다배란처리법에 대한 보고가 많이 있어, 본 연구에서 이 다배란처리 효과를 비교하고자 젖소를 이용하였다. 방법으로는 다회주사법(8회)과 일회주사법(1회)에서 황체수와 수정란의 생산수 등을 조사하였다. 다회주사법은 생리식염수에 융해한 FSH를 1일 50mg씩 2회(12시간 간격)주사하는 법으로 CIDR 질내 주입 9일째부터 4일간 주사하였으며, 질내에 CIDR를 주입하고 11일째되는 날에 PG(25mg, 루텔라이스, 한국)를 주사하고, 12일째는 CIDR를 제거하여 일회주사법과 주기를 맞추었다. 일회주사법은 CIDR를 질내에 주입하고 나서 9일째 되는 날에 400mg의 FSH을 생리식염수에 융해하여 일회주사를 하고 다회주사법과 같이 인공수정과 채란시간을 맞추었다. 인공수정은 황체퇴행제(PG)를 주사하고 나서 48, 72시간에 2회 인공수정을 실시하여 1주일 후 수정란을 채란하였다. 인공수정시는 반드시 GnRH(2.5mg)를 동시에 주사하였다. 채란은 인공수정 후 7일째 되는 날에 비외과적으로 채란을 실시하여 우수한 수정란은 동결을 실시하였다. 다회주사법에서 14두, 일회주사법에서 14두를 공시하여 황체수, 회수수정란수, 배반포수, 동결란수를 조사하였다. 다회주사법에서는 황체수는 8.07$\pm$6.62개, 회수정란수는 6.78$\pm$5.96개, 배반포율은 58.9%, 동결란 생산율은 52.6%의 성적을 얻었으며, 일회주사법에서 황체수는 12.07$\pm$8.07개, 회수수정란수는 10.0$\pm$9.24개, 배반포율은 27.1%, 동결란 생산율은 25.0% 수준의 결과를 얻었으나 결과에 대한 통계분석시 다회주사법과 일회주사리법 간에 유의적인 차는 인정되지 않았다(student T-test, P<0.05). 본 실험의 결과에서 나타나듯이 생리식염수를 용매로 이용한 FSH 1회 주사법이 다회주사법과 비교하였을 때에 수정란 생산효율에서 유의적인 차이가 없으므로 이 방법을 이용한 다배란유기는 노동력과 공란우에 대한 스트레스를 경감할 수 있을 것으로 사료된다.

• The Korean Journal of Applied Statistics
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• v.32 no.5
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• pp.741-752
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• 2019

The purpose of a Phase I Clinical Trial is to determine the maximum tolerated dose (MTD). MTD is important because it affects subsequent clinical trials; however, the existing method has a problem due to an inadequate dose allocated to patients. In this paper, an MTD estimation method is proposed to complement the problems of the existing MTD estimation method. The suggested method applies the initial acceleration step to the modified continual reassessment method. Monte Carlo Simulation Study is adapted to compare a suggested MTD estimation method with the standard design and the modified continual reassessment method.

• Proceedings of the Korea Water Resources Association Conference
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• 2007.05a
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• pp.449-453
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• 2007

Has been being operated since 1974, recently, the flood forecasting and warning system is applied in almost all the rivers in Korea, and the Storage Function Method(SFM) is used for flood routing. The SFM which was presented by Toshimitsu Kimura(1961) routes floods in channels and basins with the storage function as the basic equation. A watershed is devided into two zone, runoff and percolation area and Runoff is occured when cumulated rainfall is not exceed saturation rainfall, but exceed, runoff is occured from percolation area, too. Runoff area is given and not changed, runoff ratio is constant. In routing process, runoff from runoff and percolation area is routed seperately with nonlinear cenceptual reservior having same characteristics and it is unreasonable assumption. Modified SFM is proposed with storage function and continuity Equation which has no assumption for routing process and effective rainfall is calculated by SCS Method. For Wi Stream, comparision of Kimura and Modified SFM is conducted and It could be seen that Modified SFM is more improvemental and easily applicable method.

• Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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• v.13 no.1
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• pp.119-127
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• 1999

In this paper, a robust direct adaptive contrdler is presented in a linear time-invariant. Continuous systems with unmodeded dynamics and bounded disturbance using a rmdified control law and the adaptive law to Compensate for the drawback of ${\sigma}$-modification algorithm. The proposed algorithm is awlied to a plant with unrmdeled dynamics represented as a singular perturbation. Boundness of all signals in overall system is guaranteed with mathematical analysis. simulation results are presented the effectiveness foc the first-order plant even in the presence of unmodelled dynamics or bounded disturbance simulatneousIy.eousIy.

• Tunnel and Underground Space
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• v.13 no.5
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• pp.389-396
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• 2003

It is shown that the cubic law can be modified regarding the steady-state Navier-Stokes equations by using perturbation approximation method for a sinusoidal aperture variation. In order to adopt the perturbation theory, the sinusoidal function needs to be non-dimensionalized for the amplitude and wavelength. Then, the steady-state Navier-Stokes equations can be solved by expanding the non-dimensionalized stream function with respect to the small value of the parameter (the ratio of the mean aperture to the wavelength), together with the continuity equation. From the approximate solution of the Navier-Stokes equations, the basic cubic law is successfully modified for the steady-state condition and a sinusoidal aperture variation. A finite difference method is adopted to calculate the pressure within a fracture model, and the results of numerical experiments show the accuracy and applicability of the modified cubic law. As a result, it is noted that the modified cubic law, suggested in this study, will be used for the analysis of fluid flow through aperture geometry of sinusoidal distributions.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.30 no.4C
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• pp.185-191
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• 2010

Volumetric pressure plate extractor (VPPE) can be used for measurement of the soil-water characteristic curve in the laboratory using the axis-translation technique. The volume of extracted water from the soil specimen in VPPE can be measured continuously during the test without stoppage of air pressure for the measurements. However, the water volume measurement in VPPE using an air trap, a ballast tube, a burette, and a vacuum device so as to maintain a constant pore-water pressure in the soil specimen, is quite complicated and tedious. In order to improve the measuring problems of VPPE, a modified volumetric pressure plate extractor (MVPPE) was developed and tested on residual soil specimens. In addition, the modified apparatus can measure the volume of the extracted water using both Method A and Method B of ASTM D 6836-02 depending on the range of matric suction. Measuring principles and the improvements of MVPPE and typical results obtained from the tests are discussed in the paper.

• Tunnel and Underground Space
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• v.19 no.4
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• pp.328-338
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• 2009

Schmidt hammer test as an indirect method has so far been widely applied for determining the physical properties of intact rock, and many researchers have developed procedures for its use on rock cores, blocks and in field. Though many methods have developed upto date for indirect using, the almost were single blow which has many errors. The purpose of this study was to evaluate the established as for ASTM, ISRM, BSI, Poole & Farmer and Hucka method and to suggest a new optimum test method and statistical analysis on rocks. The finding has indicated that succeeding blow has served as an optimal to predict physical properties of rocks. To conduct the experiment, researchers have examined 150 rock blocks, which include igneous, metamorphic and sedimentary rocks in Korea nation wide.

• Journal of the Korean GEO-environmental Society
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• v.4 no.2
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• pp.77-91
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• 2003

The Hoek-Brown failure criterion for rock masses developed first in 1980 is widely accepted and has been applied in a variety of rock engineering problems including slope analyses. The failure criterion was modified over the years because rock mass strength by the original failure criterion in 1980 was overestimated. The modified failure criterion, named Generalized Hoek-Brown Failure Criterion, was proposed with a new classification called the Geological Strength Index(GSI) in 1994. Generally, Hoek-Brown failure criterion is applied in numerical analyses of rock mass behaviors using equivalent Mohr-Coulomb parameters estimated by linear regression method. But these parameters estimated by this method have some inaccuracies to be applied and to be incorporated into numerical models and limit equilibrium programs. The most important issue is that this method cannot take account of non-linear characteristics of Hoek-Brown criterion, therefore, equivalent Mohr-Coulomb parameters is used as constant values regardless of field stress distribution in rock masses. In this study, the numerical analysis on rock slope stability considering non-linear characteristics of Hoek-Brown failure criterion was carried out. Futhermore, by the latest Hoek-Brown failure criterion in 2002, the revised estimating method of equivalent Mohr-Coulomb parameters was applied and rock mass damage criterion is introduced to account for the strength reduction due to stress relaxation and blast damge in slope stability.