• Journal of the Korean association of regional geographers
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• v.17 no.4
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• pp.357-380
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• 2011

This paper is, first of all, to explore what kinds of character are implied in Korean policies and support programme for foreign immigrants, secondly to analyze immigrants' recognition on them in terms of their types and dwelling places, and finally to suggest some measures to improve policies and support programme. Policies for foreign immigrants are often classified into three models of assimilation, of differential exclusion, and of multiculturalism, but the marginalization of foreign immigrants is suggested either as a new model or as implied in all of those models. As a result of questionary survey, it is found out that foreign immigrants, irrelevant to their type, recognize their policies as mixing those characters. Finally, multiculturalism with distributive equality and recognition justice to overcome marginationalization, network governance for foreign immigrant policies to reflect their needs and participation, and sustainable and multicultural programmes for improving regional identity, ensuring covil rights, supporting comprehensive welfare, and multicultural education are suggested as measures to improve foreign immigrants' quality of life.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.1 no.1
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• pp.22-30
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• 1989

Wave propagation is changed by the effect of shoaling, current-depth refraction and shelter-ing etc. To solve these problems. numerous models have been developed. In the present study, a coordinate system is proposed based on the wave ray equation with the wave number equation including diffraction effects . The governing equation for the study was derived from the mild slope wave equation in non-steady state, including current effects (Kirby, 1986a) and trans-formed into an orthogonal curvilinear coordinate system on the basis of the wave ray equation. To obtain a numerical solution, an explicit finite difference scheme was used, and solved by the relaxation method. This model was tested for various cases: Firstly a submersed circular shoal and a constant unit depth. Secondly a submerged elliptic shoal on a slope, and finally a breakwater harbour with obliquely incident waves on a slope. The model was found to simulate the experimental results and other theoretical results in wave height and wave angle fairy well, and the applicability of the model around an arbitrary shaped coastal structure was also verified. To demonstrate the general usefullness of the present approach , the model is to be applied to a field situation with a complex bed topography.

• Journal of the Korean Society for Marine Environment & Energy
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• v.7 no.2
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• pp.82-88
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• 2004

To evaluate the tidal flow around the transmission type harbour structures, the numerical models considering hydraulic resistance are used. The traditional governing equations of depth-integratef hydrodynamics are modified by using of the drag force term. As a numerical model to evaluate the rate of tidal exchange, the Random-walk method is used. The models are applied in a design of the pile-supported pier structures in Busan harbour site, Korea, where the flow speed and the tidal exchange are more promotive than the case of non-transmission structure. The developed model will be applied usefully to design the transmission type structure in the ocean space.

• Proceedings of the Korea Water Resources Association Conference
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• 2020.06a
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• pp.279-279
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• 2020

최근 copula 모형은 여러 확률변수를 갖는 수문현상에 대해 빈도해석을 수행할 경우 결합확률분포형으로 유용하게 사용되고 있다. 하나의 자료를 확률변수로 사용하는 단변량 빈도해석에 비해 여러 수문자료를 동시에 각각 확률변수로 취하여 결합확률분포형을 추정할 수 있는 다변량 빈도해석은 수문자료의 상관성을 고려하면서 확률분포형을 추정할 수 있다는 장점이 있다. Copula 모형 중 Gumbel copula는 extreme-value 확률분포형으로 극치사상에 적합한 확률분포형이다. 본 연구에서는 Gumbel copula를 이용하여 우리나라 기상청 64개 종관기상관측소의 강우자료로부터 극치 강우사상을 추출하고, 이를 이용하여 빈도해석을 수행하였다. 극치 강우사상은 전체 강우사상 중 각 년도별로 최대강우량을 갖는 연최대강우량사상(annual maximum volume event)을 사용하였다. 각 확률변수의 주변분포형으로는 gamma, Gumbel, generalized extreme value, generalized logistic, Weibull 등 5개 확률분포형을 검토하였으며 각각 적합한 주변분포형을 적용하고 copula 모형의 매개변수는 의사최우도법(maximum pseudo-likelihood method)를 사용하여 추정하였다. 또한 추정된 copula 모형은 Cramer-von Mises 함수와 경험적 copula를 이용하여 적합도 검정을 수행하였다. 이를 통해 극치강우사상에 대하여 Gumbel copula 모형의 적용성을 검토하였으며 추정된 결합확률분포형을 이용하여 빈도별 확률강우사상을 2차원 등치선(contour line)형태로 제시하였다.

• Journal of Korean Society of Transportation
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• v.22 no.7 s.78
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• pp.155-159
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• 2004

Recently, there are many trials about Artificial neural networks : ANNs structure and studying method of researches for forecasting traffic volume. ANNs have a powerful capabilities of recognizing pattern with a flexible non-linear model. However, ANNs have some overfitting problems in dealing with a lot of parameters because of its non-linear problems. This research deals with the application of a variety of model selection criterion for cancellation of the overfitting problems. Especially, this aims at analyzing which the selecting model cancels the overfitting problems and guarantees the transferability from time measure. Results in this study are as follow. First, the model which is selecting in sample does not guarantees the best capabilities of out-of-sample. So to speak, the best model in sample is no relationship with the capabilities of out-of-sample like many existing researches. Second, in stability of model selecting criterion, AIC3, AICC, BIC are available but AIC4 has a large variation comparing with the best model. In time-series analysis and forecasting, we need more quantitable data analysis and another time-series analysis because uncertainty of a model can have an effect on correlation between in-sample and out-of-sample.

• CDE review
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• v.2 no.1
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• pp.26-32
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• 1996

신규 차종의 개발시 차량의 exterior/interior의 design concept은 운전석주변의 driving package layout을 어떻게 구성하느냐에 따라 좌우되는 경향이 있다. 그것은 user가 그 차량의 선악의 판단함에 있어서 운전석 주변의 design 및 상품성이 큰 요인으로 작용하여 운전석 주변의 부품과 인간과의 적절한 조화를 이루어야 차량의 concept와 일치하는 최적의 design으로 user의 감성을 얻을 수 있는 것이다. 따라서 본 고에서는 신규 차종의 초기 개발 단계에서 최적의 design 및 상품성을 얻기 위한 보다 효과적인 driving package layout을 설정하기 위해 1차적 3차원 인체모형(3DM, 3-Dimensional Manikin)을 구성하고자 한다. 3DM은 human engineering에 의한 인체 치수와 각 관절의 운동방향 및 범위를 이용하여 인체의 동적 해석을 model을 도상 구현하고 이러한 3DM을 활용하여 조작성, 편의성 등의 package layout을 가시화 해 보고자 한다.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.17 no.1
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• pp.55-59
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• 2005

The present data concerns the wave height distribution around the Ieodo underwater rocks and it was obtained from a 3D hydraulic model experiment which was performed in 1999 by Konkuk University and Korea Ocean Research and Development Institute. The experiment was separately undertaken for 4 different wave directions (NNW, SE, S, NNW) under which wave heights were measured at every 1m interval within the preset grid area, 16m×18m. It was observed that the wave breaking occurred on the top of the Ieodo model for all wave directions. This data may be effectively used for improving or verifying the performance of numerical wave propagation models in the area with the local breaking wave zones.

• The Korean Journal of Applied Statistics
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• v.15 no.2
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• pp.405-414
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• 2002

We consider the problem of estimating the error variance of in a two-way mixed-effects ANOVA model using noninformative priors. First, we derive Jeffreys' prior, a reference prior, and matching priors. We then provide marginal posterior distributions under those noninformative priors. Finally, we provide graphs of marginal posterior densities of the error variance and credible intervals for the error variance in two real data set and compare these credible intervals.

• 한국방재학회:학술대회논문집
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• 2010.02a
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• pp.57.2-57.2
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• 2010

본 연구에서는 도시지역으로 하천이 범람할 때, 도시 내에서의 홍수파 전파특성을 모의하고 분석하였다. 본 연구에서 적용된 수치모형은 2차원 천수방정식을 지배방정식과 불연속 흐름을 모의하기 위해 시간과 공간상에서 l차 정도의 정확도를 갖는 HLLC 기법에 근간을 둔 2차원 비구조적 유한체적모형(Finite Volume Model) 이다. 2003년 9월에 발생한 태풍 매미(MAEMI) 기간 동안 경상남도 거제시에 위치한 고현천 유역의 해안도시지역이 범람되었다. 본 연구에서는 고현천 주변의 해안도시 범람에 대한 홍수흔적을 자료를 이용하여 수치모형을 검증하였으며, 유입량의 증가에 따른 도시지역 내에서의 홍수의 전파양상을 모의 및 분석을 수행하였다.

• Journal of the Korean Geotechnical Society
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• v.34 no.10
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• pp.61-74
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• 2018

In this study, the pull-out behavior of tunnel type anchorage of suspension bridges was analyzed based on results from laboratory size model tests and numerical analysis. Tunnel type anchorage has found its applications occasionally in both domestic and oversea projects, therefore design method including failure mode and safety factor is yet to be clearly established. In an attempt to improve the design method, scaled model tests were conducted by employing simplified shapes and structure of the Ulsan grand bridge's anchorage which was the first case history of its like in Korea. In the model tests, the anchorage body and the surrounding rocks were made by using gypsum mixture. The pull-out behavior was investigated under plane strain conditions. The results of the model tests showed that the tunnel type anchorage underwent wedge shape failure. For the verification of the model tests, numerical analysis was carried out using ABAQUS, a finite element analysis program. The failure behavior predicted by numerical analysis was consistent with that by the model tests. The result of numerical analysis also showed that the effect of Poisson's ratio was negligible, and that a plugging type failure mode could occur only when the strength of the surrounding rocks was 10 times larger than that of anchorage body.