• 한국측량학회지
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• 제6권1호
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• pp.48-57
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• 1988

교통사고의 조사에 측거기(tape)를 사용하여 원인을 구명하는 종래 방식으로는 사고조사에 대한 한계가 야기되고 있다. 제한된 인원과 장비로 현장을 보존하며 차륜소통에 장애를 주지 않고 교통사고를 엄밀히 조사한다는 것은 거의 불가능하다. 본 연구에서는 이러한 문제점을 해결하기 위한 방안으로 스테레오-카메라(stereo-camera)에 의해 촬영된 입체모델에서 필요한 지점간의 삼차원대표를 측정할 수 있고 평면도를 작성하여 사고장소 및 사고차양 을 도면에 나타내어 이것으로부터 필요한 정보를 유출하여 기존방법의 문제점을 보완하고 필요시에는 문제점을 재현하여 처리할 수 있도록 교통사고처리의 합리화를 모색하였다.

• 한국측량학회지
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• 제32권5호
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• pp.539-550
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• 2014

고해상도 위성영상은 정밀한 DEM과 지형도를 제작하기 위해서 지상기준점으로 기하학적인 처리와 보정이 이루어져야만 한다. 우리나라에는 국토지리정보원에 의해 수천 개의 국가 통합기준점이 국토 전역에 걸쳐 설치되고 분포되어 있다. 따라서 통합기준점은 국토지리정보원의 국가기준점발급시스템에서 쉽게 검색되고 다운로드 받을 수 있다. 본 연구는 웹 포털사이트의 스카이뷰와 로드뷰를 이용하여 영상에서 통합기준점 검색과 식별 방법을 제시하였다. 그리고 고해상도 위성영상의 RPC 보정을 위한 통합기준점 효용성을 분석하기 위해, 한 개 통합기준점(영상의 단순 이동 보정용 기준점으로 활용함) 만으로 KOMPSAT-3 영상의 제공 RPC를 보정하였다. 그 결과, RPC 보정후의 위치결정 오차는 거의 한 화소와 1m 내외를 보였다. 이 실험을 통해, 위성 또는 항공영상에 의한 매핑 작업을 통합기준점이 지상 기준점 측량을 대체할 수 있을 것이다.

• 한국멀티미디어학회논문지
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• 제6권7호
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• pp.1169-1177
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• 2003

블록화 현상이란 입력 영상에 대해 매우 낮은 비트율로 블록 기반 부호화 방식을 수행할 때 복원 영상에서 나타나는 블록 형태의 왜곡을 의미한다. 본 논문에서는 스플라인 곡선 생성 방식을 적용한 블록화 현상 감소 알고리즘에 대해 회로를 설계하고 구현하여 동작을 확인한다. 설계된 회로는 영상 데이터의 저장을 위한 메모리, 알고리즘 실행을 위한 산술/논리 연산회로, 제어 신호를 발생하는 제어 블록으로 구성된다. 산술/논리 연산회로는 처리될 화소와 블록 경계간의 거리에 따른 가중치 계산 회로와 블록 경계에서 유리 B 스플라인을 적용한 화소값 계산 회로로 이루어진다. 모의실험을 통해 본 논문에서 설계된 회로는 매우 우수한 블록화 현상 감소 기능을 갖는 것을 알 수 있다.

• 한국실내디자인학회논문집
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• 제27권3호
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• pp.41-48
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• 2018

This thesis is a paper comparing Adolf Loos and Antoni Gaudí's 'theory of ornament', based on their text. Adolf Loos and Antoni Gaudí are architects who had worked from late 19c, just before advent of Modernism architecture, to early 20c. When 'ornament' had started to be excluded from architecture according to development of industrialization and capitalism, Loos and Gaudí have both written about 'ornament.' Generally, Loos is known to have possessed rational mind and designed modern building with no ornament, and Gaudí is known to have possessed romantic mind and used splendid ornaments. For those reasons, it was assumed that two architects would have contrast opinions regarding ornaments. However, analysis of two architects' major text reveals that their theories of ornament are fundamentally analogous. Loos and Gaudí both argue dissolution of past normative 'ornament' and claims that rational 'ornament' that fits modern time is possible. Interestingly, intentionally adopted ornaments exist considerably in architecture of Loos. On the other hand, in Gaudí's architecture, there are many points where Gaudí had restrained ornaments. This thesis organizes similarity and differences of two architects' 'theory of ornament' through their texts and works. Moreover, this thesis suggests that then today's architecture aims to restart a debate on 'ornament', it is worth reviewing texts of Loos and Gaudí.

• 농촌계획
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• 제1권1호
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• pp.65-74
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• 1995

As a initial methodological approach to rational land use planning in the county-level area, three types of land suitability classification techniques were examined from the viewpoint of their practical applicability through the case study of Seungju-gun area, Chonnam-province, Korea : major factors' criteria(method I ), principal component analysis( I ), and local monitoring( R( ). Each method has its strong and weak points as shown in Tab.-5. Therefore, when its practical application, there seem to be wide-range methodological selectivities from exclusive use of the best one to intermethodological combination of related ones In the beginning stage, intermethodological combination of all three types were tried to formulate the best solution possible. However, because of reliability problem of method R accrued from non- uniformity of evaluators'quality, only two methods( 1 , E ) were combined into a new evaluation method The applied results of the new combined method to case study area are shown in Fig.-2, 3 and 4.

• 한국정밀공학회지
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• 제18권9호
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• pp.61-70
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• 2001

This paper introduces a new digitization method with sensor fusion for shape measurement in reverse engineering. Digitization can be classified into contact and non-contact type according to the measurement devices. Important thing in digitization is speed and accuracy. The former is excellent in speed and the latter is good for accuracy. Sensor fusion in digitization intends to incorporate the merits of both types so that the system can be automatized. Firstly, non-contact sensor with vision system acquires coarse 3D point data rapidly. This process is needed to identify and loco]ice the object located at unknown position on the table. Secondly, accurate 3D point data can be automatically obtained using scanning probe based on the previously measured coarse 3D point data. In the research, a great number of measuring points of equi-distance were instructed along the line acquired by the vision system. Finally, the digitized 3D point data are approximated to the rational B-spline surface equation, and the free-formed surface information can be transferred to a commercial CAD/CAM system via IGES translation in order to machine the modeled geometric shape.

• International Journal of CAD/CAM
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• 제6권1호
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• pp.59-64
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• 2006

A new method to obtain explicit re-parameterization that preserves the curve degree and parametric domain is presented in this paper. The re-parameterization brings a curve very close to the arc length parameterization under $L_2$ norm but with less segmentation. The re-parameterization functions we used are $C^1$ continuous piecewise rational linear functions, which provide more flexibility and can be easily identified by solving a quadratic equation. Based on the outstanding performance of Mobius transformation on modifying pieces with monotonic parametric speed, we first create a partition of the original curve, in which the parametric speed of each segment is of monotonic variation. The values of new parameters corresponding to the subdivision points are specified a priori as the ratio of its cumulative arc length and its total arc length. $C^1$ continuity conditions are imposed to each segment, thus, with respect to the new parameters, the objective function is linear and admits a closed-form optimization. Illustrative examples are also given to assess the performance of our new method.

• 한국경영과학회지
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• 제22권1호
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• pp.101-121
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• 1997

Consider a Jackson type closed queueing network in which each queue has a single exponential server. Assume that N customers are moving among .kappa. queues. We propose a candidata procedure which yields a lower bound of the network throughput which is sharper than those which are currently available : Let (.rho.$_{1}$, ... .rho.$_{\kappa}$) be the loading vector, let x be a real number with 0 .leq. x .leq. N, and let y(x) denote that y is a function of x and be the unique positive solution of the equation. .sum.$_{i = 1}$$^{\kappa}$y(x) .rho.$_{i}$ (N - y(x) x $p_{i}$ ) = 1 Whitt [17] has shown that y(N) is a lower bound for the throughput. In this paper, we present evidence that y(N -1) is also a lower bound. In dosing so, we are led to formulate a rather general conjecture on 'quot;Migrating Critical Points'quot; (MCP). The .MCP. conjecture asserts that zeros of successive derivatives of certain rational functions migrate at an accelerating rate. We provide a proof of MCP in the polynomial case and some other special cases, including that in which the rational function has exactly two real poles and fewer than three real zeros.tion has exactly two real poles and fewer than three real zeros.

• 한국측량학회지
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• 제22권4호
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• pp.331-338
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• 2004

본 연구에서는 IKONOS Geo-level 입체영상과 함께 계공되는 RPC에 의해 편의된 영상좌표를 보정하기 위해 1:1,000과 1:5,000 수치지도의 활용성을 평가하고자 하였다. 그 결과, 편의가 보정된 영상이 보정되지 않은 영상 보다 평면위치와 고도위치 각각에 대하여 4m, 2m 정도 정확도가 향상되었으며, 수치지도 기준점으로부터 편의 보정된 입체영상은 1:10,000 정도의 수치지도 제작에 요구되는 위치정확도를 만족하였다.

• International Journal of Naval Architecture and Ocean Engineering
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• 제5권3호
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• pp.431-453
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• 2013

The principal purpose of this paper is to present a novel two phases rational scenario applied in constructing an offshore monopod platform; in which the two phases are the all-ground horizontal construction phase and the post-construction phase. Concerning the all-ground construction phase, a brief investigation of its different stages, i.e., pre-fabrication, fabrication, pre-assembling, positioning, assembling, and surface finishing is introduced. The important practical aspects of such construction phase are investigated without going into the nitty-gritty of the details involved therein. Concerning the post-construction phase, a clear investigation of its sequential stages, i.e., lifting, moving and up-righting is introduced. A finite element model (FEM) of the monopod platform is created to perform the structural analysis necessary to decide the suspension points/devices and the handling scenario during the various stages of the post-construction phase on a rational wise. Such structural analysis is performed within the framework of the three dimensional quasi-static modeling and analysis aiming at simulating the realistic handling condition, and hence introducing a reliable physical interpretation of the numerical results. For the whole effort to be demonstrated efficiently, the results obtained are analyzed, the conclusions are presented, and few related recommendations are suggested.