• Proceedings of the Korea Information Processing Society Conference
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• 2009.04a
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• pp.1049-1052
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• 2009

본 논문에서는 센서노드들을 관리 대상이 되는 지상시설물에 부착하여 다양한 사건 및 상황 감지 기능을 가지고 수집한 데이터를 특정 메시지 형식으로 정의하여 IP(Internet Protocol) 네트워크에 연결된 운용자 시스템에 전달하는 센싱 데이터 수집 및 전달 서비스 개발에 관한 사항들을 기술한다. 센싱 데이터 수집 및 전달 서비스는 게이트웨이 시스템에 설치되는 순수 소프트웨어이며, 센서네트워크의 싱크노드로 부터 센싱 데이터를 수집하여 XML 형식으로 구성되어 IP 네트워크에 연결된 운용자 시스템에 전달된다. 또한, 센싱 데이터 수집 및 전달 서비스는 운용자가 요구하는 센서네트워크 제어 서비스 컴포넌트, 센싱 데이터 수집에 관한 특성 변경 서비스 컴포넌트, 센싱 데이터 보고 서비스 컴포넌트, XML 파서/인코더, C-구조체 메시지 파서/인코더 컴포넌트 등의 추가 및 변경이 용이한 유연한 소프트웨어 구조를 갖도록 서비스 로직 개념을 도입하였다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.33 no.1
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• pp.219-227
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• 2013

This study analyzed the effect of performance connected-type foundations of behavior and the connected beams according to the characteristics into soft clay transmission tower foundation. For this purpose, the finite element analysis model was built and connected to the transmission tower foundation mat and the contact area of the connection beam by the percentage change in the behavior and resistance characteristics were analyzed and finite element verification of the validity of the analytical model was conducted using connected-type transmission tower results of the model experiments constructed, and effective connected-type transmission tower basis of the behavior of connected beams were selected by analyzing the effect due to the increase of the stiffness. In addition, weak analysis by connected beam self-bending moment distribution was conducted.

• Cartoon and Animation Studies
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• s.41
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• pp.407-427
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• 2015

This thesis is research about the development and application of the panorama image in contemporary artwork, focusing on sculpture and installation. The samples of artworks are a selection of representatives from numerous examples of works that cannot be introduced without exceeding a reasonable scope of the thesis. A brief outline of the historical concepts of the perspective will describe the development of the panorama in itself. Some technical explanations and the practical use of the panorama with its link to 3-dimensional applications should bridge the explanation gap between the 2nd and 3rd dimensional usage of the panorama in contemporary artwork. Furthermore, some philosophical statements are proposed in the discussion. One of the main interests and initial motivation of this study was my personal believe that there is always a relationship between social philosophical values and the way a society sees or encounters visual structures. In other words the contemporary understanding of space and perspective is mirroring the actual zeitgeist and creates an exemplary visual aesthetics.

• Proceedings of the Korean Information Science Society Conference
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• 2001.04b
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• pp.313-315
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• 2001

인터넷 비즈니스 사이트가 많아짐에 따라 사용자에게 편리한 비즈니스 사이트를 구추하기위해 웹서버의 구조 및 내용을 평가하고 재구성해야 하는데, 수작업에 의한 웹문서의 평가시 인적, 시간적 비용이 높고 시스템에 대한 평가값이 객관적이지 못하다. 이를 해결하기 위해 본 논문에서는 구조추출, 구조저장, 구조가시화로 구성된 웹문서의 구조분석 에이전트를 제안한다. 구조추출 모듈은 URL로 웹문서를 받고 이를 잘정의된 XML형태로 변환한 후, 태그정보를 이용하여 웹문서의 구조를 구하고, 하이퍼링크데이터를 이용하여 웹문서간의 연결구조를 얻는다. 구조저장은 추출된 웹문서와 웹문서 연결관계를 웹서버와 같이 연결하여 저장하며, 구조 가시화에서 이를 계층적으로나 그래프형식으로 가시화된다. 제안한 시스템의 유용성을 보이기 위하여 웹문서의 평가문제에 적용한 결과, 많은 양의 데이터를 의 데이터의 기술적인 평가가 가능하고, 데이터를 수집하기 위한 인력자원, 시간과 비용을 줄일수 있으며, 쉽게 사이트를 평가하여 서비스 수준을 향상 시킬 수 있음을 알 수 있었다.

• Proceedings of the Korean Society of Disaster Information Conference
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• 2017.11a
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• pp.229-230
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• 2017

본 논문에서는 최근 대두되고 있는 지진에 대한 문제를 담고 있다. 우리나라에서는 2016년 발생한 경주지진(진도 5.8)을 계기로 내진설계기준이 한층 강화되고 의무화 되었으며 이로써 내진 성능을 가진 기초 형식이 더욱 필요하게 되었다. 내구성, 경제성, 시공성, 내진 등이 뛰어난 설계기초 공법의 하나로 팽이말뚝 기초공법이 있으나 일반 팽이말뚝기초 공법으로는 지진 시 발생하는 지반 진동으로 인한 구조물 피해를 충분히 감당하기 어렵다. 따라서, 팽이말뚝기초의 장점(경제성, 안정성, 시공성)을 살리면서 구조물과 팽이말뚝 사이에 쇄석층을 두어 진동 전달을 차단하고, 팽이말뚝 상호를 힌지로 연결하여 지반 변형에 따라 유기적으로 변형을 갖게 하고 지반의 지지력 상승과 침하량 감소의 효과를 볼 수 있고 지진시 진동 충격을 흡수하여 지진 시 피해를 줄일 수 있는 내진형 팽이말뚝을 개발하고자 한다.

• Journal of the Korea Concrete Institute
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• v.14 no.1
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• pp.83-91
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• 2002

A common form of construction for apartment buildings consists of walls and coupling elements. But, the structural behavior of coupling elements are very complex and affected by the properties of coupling elements. The objective of this study is to estimate the behavior of coupling elements in wall-dominant systems. For the purpose of this study, two wall-slab specimens and two wall-beam specimens were tested. The specimens with different reinforcement layouts were subjected to reversed cyclic loading, consistent with coupling action, with increasing imposed inelastic deformations. From the results of this study, 1) in coupling slabs, the stresses were not uniform across the width, 2) the effective width of coupling slabs was found smaller than that of predicted from previous studies, 3) diagonally reinforced coupling beam with slab showed larger ductility and more amount of energy dissipation to be attained compared with conventionally reinforced coupling beam.

• School Mathematics
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• v.7 no.2
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• pp.139-168
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• 2005

The purpose of this study is to investigate children's informal knowledge of the fractional multiplication and to develop a teaching material connecting the informal and the formal knowledge. Six lessons of the pre-teaching material are developed based on literature reviews and administered to the 7 students of the 4th grade in an elementary school. It is shown in these teaching experiments that children's informal knowledge of the fractional multiplication are the direct modeling of using diagram, mathematical thought by informal language, and the representation with operational expression. Further, teaching and learning methods of formalizing children's informal knowledge are obtained as follows. First, the informal knowledge of the repeated sum of the same numbers might be used in (fractional number)$\times$((natural number) and the repeated sum could be expressed simply as in the multiplication of the natural numbers. Second, the semantic meaning of multiplication operator should be understood in (natural number)$\times$((fractional number). Third, the repartitioned units by multiplier have to be recognized as a new units in (unit fractional number)$\times$((unit fractional number). Fourth, the partitioned units should be reconceptualized and the case of disjoint between the denominator in multiplier and the numerator in multiplicand have to be formalized first in (proper fractional number)$\times$(proper fractional number). The above teaching and learning methods are melted in the teaching meterial which is made with corrections and revisions of the pre-teaching meterial.

• Journal of KIISE:Software and Applications
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• v.32 no.2
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• pp.85-98
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• 2005

Recently, a lot of researches about mobile vision using Personal Digital Assistant(PDA) has been attempted. Many CPUs for PDA are integer CPUs, which have no floating-computation component. It results in slow computation of the algorithms peformed by vision system or image processing, which have much floating-computation. In this paper, in order to resolve this weakness, we propose the Client(PDA)/server(PC) architecture which is connected to each other with a wireless LAN, and we construct the system with pipelining processing using two CPUs of the Client(PDA) and the Server(PC) in image sequence. The Client(PDA) extracts tentative text regions using Edge Density(ED). The Server(PC) uses both the Multi-1.aver Perceptron(MLP)-based texture classifier and Connected Component(CC)-based filtering for a definite text extraction based on the Client(PDA)'s tentativel99-y extracted results. The proposed method leads to not only efficient text extraction by using both the MLP and the CC, but also fast running time using Client(PDA)/server(PC) architecture with the pipelining processing.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.33 no.1
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• pp.23-34
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• 2013

In this study, a safe, economic, and rapid construction method of underground roadway using PSC girder is developed to reduce traffic congestion and maximize space usage in urban area. For an efficient application of the method, a rigid joint connection is proposed and tested. For the testing, cantilever specimens were used to verify its capacity. The parameters for this study were cross beam length and joint connection type. The results of the test showed that the proposed connection system has superior performances. Despite having differences of cross beam length and joint connection type, the stable flexural behavior was shown in all of the tested specimens. Also, the behaviors of PSC girders and upper slabs connected by the proposed method showed superior performance. Moreover, the improvement of structure performance according to the increase of length of cross beams has been verified.

• Journal of the Korea institute for structural maintenance and inspection
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• v.17 no.1
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• pp.94-105
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• 2013

Recently, the construction industry has been changed in such a way that the cost for bridge construction should be optimized or reduced. Therefore, bridges are required be cost-effective in terms of initial construction as well as in the maintenance during service stage. In order to reduce the cost for bridge construction, the Rahmen typed structure, in which the bridge components from superstructure to substructure are integral, has many advantages to reduce the size of structural members including girders, since the loadings from superstructure may be transferred to substructure through the connecting rebars such as stud, etc. This paper studied on the continuous Up and Down Prestressed Concrete (UD PSC) girder bridge in which the reinforced concrete pier cap is integral with the part of girders in superstructure. In previous studies, it is known that the structural behavior of continuous UD PSC girder bridge is quite different compared to the one of the bridges with conventional bearings or shoes to support the loading from girders. Nevertheless, it has hardly been studied about the structural behavior of bridge with UD PSC girder. Therefore, in this study, various dynamic behaviors of continuous UD PSC girder bridge with integral pier cap have been analyzed using numerical method. Furthermore, an equation to evaluate the impact factor is suggested for the UD PSC girder bridge which has two to three continuous spans.