• Proceedings of the Korea Water Resources Association Conference
• /
• 2016.05a
• /
• pp.604-604
• /
• 2016

본 연구에서는 내배수시설 기준 배수구역 경계 재설정 기법을 제안하고자 한다. 내배수시설 경계 재설정 기법이란 경계 재설정에 따른 침수저감 효과를 보다 명확히 나타냄으로써 시스템의 유출량 분산을 통한 침수발생 저감을 목적으로 한다. 기존의 유역 경계 설정이 설계자의 임의성이 개입되어지는 것에 비하여 침수저감 이라는 구체적이고 객관적인 판단 근거에 유역 경계를 설정하는 판단기준을 제공하는 것을 목적으로 한다. 내수침수에 대한 피해 저감을 목표로 하며, 개선된 내배수시스템 구성을 바탕으로 경계 재설정 기법을 실유역에 적용하였다. 경계 재설정을 통한 침수 저감효과 검토는 지리적으로 연속된 인접한 내배수시설 유역을 대상으로 한 기법에 해당하며, 해당 유역간의 효율적인 내배수시설 운영을 포함한 분석을 통해 내수배제 능력을 확보하도록 하는데 의미가 있다. 즉, 빗물펌프장을 이용한 펌프 조기가동 효과를 토대로 침수저감 효과를 검토하고 소화하지 못하는 유출량에 따른 월류발생을 저감하기 위한 경계 재설정 기법에 해당한다. 향후 최적화 기법을 해당 기법에 적용하기 위한 다양한 분석 결과들을 바탕으로 내배수시설 경계 재설정 모형 개발을 위한 사전 검토단계에 해당한다.

• Tribology and Lubricants
• /
• v.2 no.2
• /
• pp.5-11
• /
• 1986

일반적으로 마찰면은 유체윤활과 경계윤활과의 혼합潤滑영역을 거쳐서 경계윤활을 주체로 하는 領域으로 옮겨가는 가능성을 항상 지니고 있다. 거기에서는 점도뿐만 아니라, 油性이나 극압성 등이 윤활특성에 중요한 영향을 끼체게 된다. 따라서 그 영역에 있어서의 윤활제의 역할을 인식하고, 적정한 평가를 하기 위해서는 마찰현상에 대한 이해가 필요하게 된다.

• Proceedings of the Korean Information Science Society Conference
• /
• 1999.10b
• /
• pp.503-505
• /
• 1999

경계선 검출은 컴퓨터를 이용한 영상인식의 첫 단계로서, 인식의 성능에 큰 영향을 미치는 중요한 기술이다. 여러 가지 경계선 검출 기술들이 존재하지만, 이들은 모두 주어진 영사에 잡음이 존재하지 않거나 존재의 정도가 미약한 경우를 가정하여 개발되었다. 한편, 잡음이 심하게 삽입된 경우에는 경계선 검출기 적용 이전에 잡음제거 필터를 사용할 수 있다. 그러나 주어진 영상에 잡음이 존재하는지를 어떻게 컴퓨터 스스로 판단할 것인가\ulcorner 본 연구에서는 주어진 영상에 대하여 잡음의 존재 여부와 잡음의 정도 여부에 상관없이, 굳건한 경계선 검출 능력을 보이는 경계선 검출기를 개발하였다. 이를 위하여 이중 필터를 사용하였는데, 그 중 하나는 일반적으로 많이 사용되는 가우시안 필터이고, 다른 하나는 본 연구진에 의하여 개발된 웨이블릿 기반 필터이다. 실험결과, 본 논문의 경계선 검출기는 잡음의 정도에 크게 구애받지 않는 일정한 성능을 보여주었다.

• Journal of Korean Society of Steel Construction
• /
• v.12 no.2 s.45
• /
• pp.221-230
• /
• 2000

Checking the stability of anisotropic plates with free edges, it is impossible that buckling loads and modes are found via existing classical methods about various loads and boundary conditions. For solving this problems. finite difference method(FDM) is used to analyze the buckling behaviors for arbitrary boundary conditions. Using FDM, it is difficult to treat the fictitious points on free edges. So, this paper analyzes buckling behaviors of analytic models with one edge free and the other edges clamped and with opposite two edges free and other two edges clamped. The various buckling loads and mode characteristics through numerical results are given for buckling behaviors of anisotropic plates on free edges.

• Journal of the Computational Structural Engineering Institute of Korea
• /
• v.22 no.4
• /
• pp.315-322
• /
• 2009

This paper presents a novel numerical method based on the extended moving least squares finite difference method(MLS FDM) for solving 1-D Stefan problem. The MLS FDM is employed for easy numerical modelling of the moving boundary and Taylor polynomial is extended using wedge function for accurate capturing of interfacial singularity. Difference equations for the governing equations are constructed by implicit method which makes the numerical method stable. Numerical experiments prove that the extended MLS FDM show high accuracy and efficiency in solving semi-infinite melting, cylindrical solidification problems with moving interfacial boundary.

• Korean Journal of Logic
• /
• v.14 no.1
• /
• pp.23-54
• /
• 2011

In this paper, I introduce what Boundary-Shifting theories of vagueness (or Contextualism about vagueness) are and what the Context-Fixing Argument is, which is the most powerful and plausible objection to Boundary-Shifting theories. The basic idea of the Context-Fixing Argument is that vagueness still remains even if we hold the context fixed. Many objections based on this simple idea can be found in the literature on Boundary-Shifting theories. It seems that, without a convincing response to the Context-Fixing Argument, Boundary-Shifters must be in trouble. But, oddly, defenders of Boundary Shifters have said very little about this matter. In this situation, ${\AA}$kerman and Greenough try to defend Boundary-Shifting theories of vagueness by suggesting several answers. In this paper, I critically examine their suggestions and develop a new answer to the Context-Fixing Argument.

• Magazine of the Korea Concrete Institute
• /
• v.8 no.6
• /
• pp.205-212
• /
• 1996

This paper presents progressive fracture analysis of concrete using boundary element method and its stabilizing technique. To determine ultimate strength and to predict nonlinear behavior of concrete during progressive crack growth, the modelling of fracture process zone is done based on Dugdale-Barenblatt model with linear tension-softening curve. We regulate displacement and traction boundary integral equation of solids including crack boundary and analyze progressive fracture of concrete beam and compact tension specimen. Also a numerical technique which considers the growth of stress-free crack of concrete during the analysis and removes snapback of postpeak behavior is proposed.

• Journal of the Korean Geographical Society
• /
• v.49 no.3
• /
• pp.423-437
• /
• 2014

Districting is a spatial decision making process to make a new regional framework for affecting human activities. Natural barriers such as rivers and mountains located within a reorganized district may reduce the efficiency of reorganized human activities. This implies that it is necessary to consider boundary characteristics in a districting process. The purpose of this research is to develop a new spatial optimization model based on boundary characteristics for districting problems. The boundary characteristics are evaluated as continuous value expressing the possibility of combining adjacent two basic spatial units rather than a dichotomous value with 1 or 0 and are defined as an objective function in the model. In addition, the model has explicitly formulated contiguity constraints as well as constraints enforcing demand balance among districts such as population and area. The boundary attributes are categorized into physical and relational characteristics. Suitability analysis is used to combine various variables related to each boundary characteristic and to evaluate the coupling possibility between two neighboring basic units. The model is applied to an administrative redistricting problem. The analytical results demonstrate that various boundary characteristics could be modeled in terms of mixed integer programming (MIP).

• Journal of the Computational Structural Engineering Institute of Korea
• /
• v.22 no.5
• /
• pp.411-420
• /
• 2009

This study presents an extended finite difference method based on moving least squares(MLS) method for solving potential problems with interfacial boundary. The approximation constructed from the MLS Taylor polynomial is modified by inserting of wedge functions for the interface modeling. Governing equations are node-wisely discretized without involving element or grid; immersion of interfacial condition into the approximation circumvents numerical difficulties owing to geometrical modeling of interface. Interface modeling introduces no additional unknowns in the system of equations but makes the system overdetermined. So, the numbers of unknowns and equations are equalized by the symmetrization of the stiffness matrix. Increase in computational effort is the trade-off for ease of interface modeling. Numerical results clearly show that the developed numerical scheme sharply describes the wedge behavior as well as jumps and efficiently and accurately solves potential problems with interface.

• The Journal of the Acoustical Society of Korea
• /
• v.16 no.1
• /
• pp.24-32
• /
• 1997

This study aims to describe, at one aspect, the relativity between syntactic structure and prosodic phrasing, and at the other, to establish a suitable phrasing pattern to produce more natural synthetic speech. To get meaningful results, all the word boundaries in the prosodic database were statistically analyzed, and assigned by the proper boundary type. The resulting 10 types of prosodic boundaries were classified into 3 types according to the strength of the breaks, which are zero, minor, and major break respectively. We have found out that the durational information was a main cue to determine the major prosodic boundary. Using the bigram and trigram of syntactic information, we predicted major and minor classification of boundary types. With brigram model, we obtained the correct major break prediction rates of 4.60%, 38.2%, the insertion error rates of 22.8%, 8.4% on each Test-I and Test-II text database respectively. With trigram mode, we also obtained the correct major break prediction rates of 58.3%, 42.8%, the insertion error rates of 30.8%, 42.8%, the insertion error rates of 30.8%, 11.8% on Test-I and Test-II text database respectively.