• 한국지리정보학회지
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• 제22권4호
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• pp.169-180
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• 2019

해안선은 국가의 형상을 결정하는 기준이기 때문에 일관되게 추출되어야 한다. 최소 점간거리가 일관되지 않으면 일관된 해안선 길이를 산출할 수 없기 때문에 국가정책 결정을 위한 기초자료로서의 신뢰도를 확보하기 어렵다. 본 연구에서는 1m 이하에서 임의의 점간거리로 산출될 수 있는 해안선에 대하여 일관되게 산출하기 위한 최소 점간거리에 대한 방안을 제시하였다. 국립해양조사원에서 공표한 해안선 길이를 기준으로 점간거리에 따른 해안선 길이 변화를 비교분석하기 위해 연구대상지를 선정하고 해안선과 중첩되는 격자를 생성하였다. 비교결과를 토대로 일관된 해안선 길이를 고려한 최소 격자 크기를 추정하는 다항식을 유도함으로써 최소 격자 크기와 최소 점간거리를 결정할 수 있었다. 공표된 해안선 길이와 다양한 격자 크기로 일반화된 해안선 길이를 비교하고 점간거리에 따른 해안선의 특성을 분석함으로써 일관한 해안선 길이를 고려한 최소 점간거리를 추정할 수 있었다. 결정된 격자 크기에 대한 정량적 평가를 수행한 결과에 따르면 일관된 해안선 길이 결정에 최소 점간거리 방법론이 유용할 것으로 판단된다. 제시한 최소 점간거리 결정 방안은 일관된 해안선 길이를 산출하는데 도움이 되고 국가 기준인 해안선의 신뢰도를 높일 수 있을 것으로 기대된다.

• 한국지진공학회논문집
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• 제3권2호
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• pp.67-76
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• 1999

이동하중에 의한 교량의 공진현상은 차량의 속도와 유효타격간격에 의해 결정되는 이동하중의 운행진동수와 교량의 고유진동수가 일치할 경우 발생하게 된다. 철도교의 경우에는 정해진 열차만 통행하게 되므로 이러한 유효타격간격이 정량적으로 정해져있다 본 연구에서는 고속전철하중을 받는 교량의 지간장 변화에 따른 교량의 공진현상과 공진소멸현상을 분석하고자 한다. 강합성형 철도교에 대하여 판요소와 공간뼈대요소의 조합에 의한 3차원 모델링을 적용하였으며 또한 고속전철하중은 이동집중하중 모델과 3차원 모델링 두가지 방법을 사용하였다 수치예제로서 지간장 변화에 따른 수직처짐의 동적확대계수 상판의 최대수직가속도 단부회전각 등의 동적응답 분석을 통하여 고속철도 교량의 동적안정성에 적합한 지간장 설계기준에 대하여 논의 하였다.

• Asian-Australasian Journal of Animal Sciences
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• 제15권8호
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• pp.1098-1102
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• 2002

A set of 313,169 reproduction records of Japanese Black cows calving between 1987 and 1996 were collected in nation widely Japan to investigate the current level of reproductive performances and the factors influencing the performances such as calving interval, first calving age, services per conception, calving difficulty, non-gestation period and gestation length. All the records of reproductive performances are outcome of artificial insemination. The means of first calving age, calving interval, non-gestation period and gestation length were 25.0 months, 389.9, 101.9 and 287.5 days, respectively. Services per conception were 1.41 and degree of calving difficulty was 1.07, which suggests most of the calving, did not need assistance. There were chronological tendencies that first calving age became younger while calving interval became longer. Differences in reproductive performance were found for seasons and calving numbers. Calving interval became shorter towards the fourth calving but became longer afterwards. The cows calving in May had the shortest calving interval followed by those in April and June and first calving age had a similar tendency. The cows with the standard body condition score showed more favourable reproductive performances compare with those with rather fatty or thin body condition scores.

• Journal of the Korean Data and Information Science Society
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• 제23권6호
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• pp.1271-1277
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• 2012

In this paper, we propose an estimation method of the parameter in an exponential distribution based on a progressive Type I interval censored sample with semi-missing observation. The maximum likelihood estimator (MLE) of the parameter in the exponential distribution cannot be obtained explicitly because the intervals are not equal in length under the progressive Type I interval censored sample with semi-missing data. To obtain the MLE of the parameter for the sampling scheme, we propose a method by which progressive Type I interval censored sample with semi-missing data is converted to the progressive Type II interval censored sample. Consequently, the estimation procedures in the progressive Type II interval censored sample can be applied and we obtain the MLE of the parameter and survival function. It will be shown that the obtained estimators have good performance in terms of the mean square error (MSE) and mean integrated square error (MISE).

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2023년도 학술발표회
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• pp.519-519
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• 2023

Estuarine dams are a recent and global phenomenon. While estuarine dams can provide the benefit of improved freshwater resources, they can also alter estuarine processes. Due to the wide range of estuarine types and estuarine dam configurations, the effect of estuarine dams on estuaries is not well understood in general. To develop a systematic understanding of the effect of estuarine dam location and freshwater discharge interval on a range of estuarine types (strongly stratified, partially mixed, periodically stratified, and well-mixed), this study used a coupled hydrodynamic-sediment dynamic numerical model (COAWST) and compared flow, sediment transport, and morphological conditions in the pre- and post-dam estuaries. For each estuarine type, scenarios with dam locations at 20, 55 and 90 km from the mouth and discharge intervals of a discharge every 0.5, 3, and 7 days were investigated. The results were analyzed in terms of change in tide, river discharge, estuarine classification, and sediment flux mechanism. The estuarine dam location primarily affected the tide-dominated estuaries, and the resonance length was an important length scale affecting the tidal currents and Stokes return flow. When the location was less than the resonance length, the tidal currents and Stokes return flow were most reduced due to the loss of tidal prism, the dead-end channel, and the shift from mixed to standing tides. The discharge interval primarily affected the river-dominated estuaries, and the tidal cycle period was an important time scale. When the interval was greater than the tidal cycle period, notable seaward discharge pulses and freshwater fronts occurred. Dams located near the mouth with large discharge interval differed the most from their pre-dam condition based on the estuarine classification. Greater discharge intervals, associated with large discharge magnitudes, resulted in scour and seaward sediment flux in the river-dominated estuaries, and the dam located near the resonance length resulted in the greatest landward tidal pumping sediment flux and deposition in the tide-dominated estuaries.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2001년도 춘계학술대회 논문집
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• pp.74-80
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• 2001

The estimation of recurrence interval for fault activity and earthquake is an important input parameter for seismic hazard assessment. In this study, the methods of recurrences interval estimation were reviewed and tentative calculation was performed for age dating data which have uncertainty. Age dating data come from previous studies of Ulsan fault system which is a well developed lineament in the southeastern part of korean Peninsula. Age dating for fault gouges, parent rocks, Quaternary sediments and veins were carried out by several researchers through various methods. Recurrence interval for fault activity was estimated on the basis of the age dating data of minor fault gouge and sediments during past 3Ma. The estimated recurrence interval was about 430-500 ka. Exact estimation of recurrence interval for fault activity need to compile more geological data and fault characteristics such as fault length, amount of displacement, slip rate and accurate fault movement age. In the future, the methods and results of fault recurrence interval estimation should be considered for establishing the criteria for domestic active fault definition.

• 산업경영시스템학회지
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• 제34권3호
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• pp.90-96
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• 2011

Finding the critical path (or the longest path) on acyclic directed graphs, which is well-known as PERT/CPM, the ambiguity of each acr's length can be modeled as a range or an interval, in which the actual length of arc may realize. In this case, the min-max regret criterion, which is widely used in the decision making under uncertainty, can be applied to find the critical path minimizing the maximum regret in the worst case. Since the min-max regret critical path problem with the interval arc's lengths is known as NP-hard, this paper proposes a heuristic algorithm to diminish the maximum regret. Then the computational experiments shows the proposed algorithm contributes to the improvement of solution compared with the existing heuristic algorithms.

• 한국지반환경공학회 논문집
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• 제9권7호
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• pp.61-71
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• 2008

본 연구에서는 좁게 형성되는 프리캐스트 옹벽 배면에 상재하중을 재하 하였을 경우 마이크로파일의 수평저항 거동에 대한 설치 효율성을 규명하고자 하였다. 이를 확인하기 위한 수단으로 모형시험과 수치해석을 수행 하였다. 실내모형시험은 모형토조에 기초지반 조성 후 모형옹벽을 설치하였으며, 옹벽 배면에 상재하중을 재하 하여 마이크로파일의 설치간격 및 길이 등을 각각 변화시켜 수행하였다. 본 연구에서 보강된 마이크로파일이 프리캐스트 옹벽에 발생하는 수평방향 변형을 효과적으로 억제하는 것으로 나타났다. 마이크로파일의 간격을 좁게 설치하고 파일의 길이가 길어질수록 보강효율이 증가하는 경향을 보이며, 파일의 길이가 0.5H 설치간격은 7D에서 최적의 보강효율을 나타내는 것으로 평가되었다.

• Communications for Statistical Applications and Methods
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• 제27권1호
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• pp.47-64
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• 2020

In this paper, we derive some estimators of the scale parameter of the exponentiated half-logistic distribution based on the multiply Type-I hybrid censoring scheme. We assume that the shape parameter λ is known. We obtain the maximum likelihood estimator of the scale parameter σ. The scale parameter is estimated by approximating the given likelihood function using two different Taylor series expansions since the likelihood equation is not explicitly solved. We also obtain Bayes estimators using prior distribution. To obtain the Bayes estimators, we use the squared error loss function and general entropy loss function (shape parameter q = -0.5, 1.0). We also derive interval estimation such as the asymptotic confidence interval, the credible interval, and the highest posterior density interval. Finally, we compare the proposed estimators in the sense of the mean squared error through Monte Carlo simulation. The average length of 95% intervals and the corresponding coverage probability are also obtained.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 1997년도 추계학술대회 논문집
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• pp.269-272
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• 1997

It is need to inspect a injected E.V.A midsole automatically in shoe manufacture. We applied image processing technology to inspect a injected E.V.A midsole. Captured image by CCD camera was processed with smoothing and edge detection. We compensated error of length from processed image of gauge block and error by bending strain with the measurement method of interval length for midsole image.