• Structural Engineering and Mechanics
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• 제5권6호
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• pp.785-801
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• 1997

Reinforced Concrete beams with tension and compression softening material constitutive laws are studied. Energy-based and non-local regularisation techniques are presented and applied to a R.C. element. The element characteristics (sectional tangent stiffness matrix, element tangent stiffness matrix restoring forces) are directly derived from their symbolic expressions through numerical integration. In this way the same spatial grid allows us to obtain a non-local strain estimate and also to sample the contributions to the element stiffness matrix. Three examples show the spurious behaviors due to the strain localization and the stabilization effects given by the regularisation techniques, both in the case of tension and compression softening. The possibility to overestimate the ultimate load level when the non-local strain measure is applied to a non softening material is shown.

• 정보처리학회논문지D
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• 제11D권4호
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• pp.835-844
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• 2004

최근 들어 이동 통신 분야에서 이동하는 고객을 위한 위치 기반 서비스가 중요한 서비스로 부각되고 있다. 이동객체 응용의 경우 갱신 연산이 많고, 부하가 특정 지역에 집중되는 특징이 있다. 윈도우 나 원형 형태의 범위질의는 위치 기반 서비스에서 중요한 질의 중 하나이다. 이러한 범위질의에서는 부분 포함된 셀과 완전 포함된 셀을 구분해야할 필요가 있다. 또한 올바른 한정된 객체를 골라내기 위해 시간 영역을 고려할 필요성이 있다. 본 논문에서는 갱신연산을 최소화하기 위해 고안되어진 2번째 단계에 고정 그리드 구조를 적용한 2단계 인덱스 구조를 적용한다. VP 필터링과 윈도우 셀 필터링 기법을 이용한 공간 셀 필터링 기법과 Time Zone 개념을 사용하여 시공간 개념이 결합된 필터링 기법을 제안한다. 제안된 방법의 성능 측정을 위해서 다른 필터링 조합을 가지고 다양한 윈도우 질의와 원 질의에 대해서 실험 결과를 보인다.

• 대한건축학회논문집:계획계
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• 제34권11호
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• pp.145-156
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• 2018

Urban campus, one of the main urban facilities, is the representative place that is struggling with 'gridlock'. Due to privatization of space among different departments and space shortages, gridlock has been occurring as a result. The urban campus trying to solve this problem by changing the quality of space, especially the structure of the shared space, which is expected to be the solution to the grid lock problem. The main purpose of this study is to investigate the structural change in the university's shared space based on paradigm transition. The theoretical consideration is to analyze the spatial characteristics of university shared space that appear at different stages through a new perspective that compares the gridlock phenomenon and the shared paradigm. The framework of the analysis of the shared space, which has recently been restructured, is classified into the spatial characteristics of collaborative space, the creative space, and the common/complex space. In addition, these spatial characteristics are again analyzed through the division of legislative facility classification, management governance subject, area, building location and layout, exposure to the outside as well as the analysis of student and staff entry and exit, sharing structure of site and space, and the classification of program characteristics. The results are as follows: The restructured space is systemized so that the management governance of each space would be connected to each other to share information and space. Furthermore, the spatial boundary between colleges or between campus spaces are not only physically, but categorically clear. The restructured space has semi (or in-between)-spatial characteristics such as the intersection in inside and outside of the pedestrian's circulation and the mixture of programs. This study could serve as principal references in presenting the systematic analysis of directions of the shared spatial structure for the urban campus where new educational space is required due to the changes in the university system.

• 한국공간구조학회논문집
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• 제2권1호
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• pp.85-92
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• 2002

Two way grid single-layer domes are of great advantage in fabrication and construction because of the simple fact that they have only four members at each junction. But, from a point of view of mechanics, the rectangular latticed pattern gives rise to a nonuniform rigidity-distribution in the circumferential direction. If the equivalent rigidity is considered in the axial direction of members, the in-plane equivalent shearing rigidity depends only on the in-plane bending rigidity of members and its value is very small in comparison to that of the in-plane equivalent stretching rigidity. It has a tendency to decrease buckling -strength of dome considerably by external force. But it is possible to increase buckling strength by the use of roofing covering materials connected to framework. In a case like this, shearing rigidity of roofing material increases buckling strength of the overall structure and can be designed economically from the viewpoint of practice. Therefore, the purpose of this paper, in Lamella dome and rectangular latticed dome that are a set of 2-way grid dome, is to clarify the effects of roofing covering materials for increasing of buckling strength of overall dome. Analysis method is based on FEM dealing with the geometrically nonlinear deflection problems. The conclusion were given as follows: 1. In case of Lamella domes which have nearly equal rigidity in the direction of circumference, the rigidity of roofing covering materials does not have a great influence on buckling-strength, but in rectangular latticed domes that has a clear periodicity of rigidity, the value of its buckling strength has a tendency to increase considerably with increasing rigidity of roofing covering materials 2. In case of rectangular latticed domes, as rise-span-ratio increases, models which is subjected to pressure -type-uniform loading than vertical-type-uniform loading are higher in the aspects of the increasing rate of buckling- strength according to the rate of shear reinforcement rigidity, but in case of Lamella dome, the condition of loading and rise-span-ratio do not have a great influence on the increasing rate of buckling strength according to the rate of shear reinforcement rigidity.

• 한국습지학회지
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• 제14권3호
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• pp.353-363
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• 2012

4대강살리기사업을 통해 건설된 수리구조물의 효과적 운영과 홍수기 피해저감을 위해서는 적절한 의사결정 지원시스템의 구축이 필수적이다. 본 연구에서는 기존 일차원모의를 통한 하천관리의 한계를 보완하기 위하여 수문관측자료 또는 1차원모의 결과를 이용한 2, 3차원 모형 연계모의가 가능한 시스템을 개발하였다. 기존의 1차원 수리, 수문 모형으로 제공받던 선단위 지점단위 정보 뿐 아니라 추가적으로 공간 격자단위 정보를 제공받을 수 있는 다차원 모의를 수행함으로써 하천에서의 물리적 현상을 적절히 고려한 공간적 수리특성을 반영한 하천관리가 가능할 것이다. 급격한 지형변화 및 수리구조물에 의한 홍수에 대비하고 각 격자별 유량의 전달에 의한 홍수파의 전파양상에 대한 공간단위 정보를 토대로 합리적인 하천관리를 위한 기초자료로 활용될 수 있을 것으로 판단된다.

• Structural Engineering and Mechanics
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• 제45권3호
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• pp.411-422
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• 2013

A well-designed mesh shape of the cable net is of essential significance to achieve high performance of cable-network antenna reflectors. This paper is concerned with the mesh design problem for such antenna reflector structure. Two new methods for creating the topological forms of the cable net are first presented. Among those, the cyclosymmetry method is useful to generate different polygon-faceted meshes, while the topological mapping method is suitable for acquiring triangle-faceted meshes with different mesh grid densities. Then, the desired spatial paraboloidal mesh geometrical configuration in the state of static equilibrium is formed by applying a simple mesh generation approach based on the force density method. The main contribution of this study is that a general technical guide for how to create the connectivities between the nodes and members in the cable net is provided from the topological point of view. With the new idea presented in this paper, multitudes of mesh configurations with different net patterns can be sought by a certain rule rather than by empiricism, which consequently gives a valuable technical reference for the mesh design of this type of cable-network structures in the engineering.

• Wind and Structures
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• 제36권3호
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• pp.161-174
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• 2023

The analytical model of tornado vortices plays an essential role in tornado wind description and tornado-resistant design of civil structures. However, there is still a lack of guidance for the selection and application of tornado analytical models since they are different from each other. For single-cell tornado vortices, this study conducts a comparative study on the velocity characteristics of the analytical models based on numerically simulated tornado-like vortices (TLV). The single-cell stage TLV is first generated by Large-eddy simulations (LES). The spatial distribution of the three-dimensional mean velocity of the typical analytical tornado models is then investigated by comparison to the TLV with different swirl ratios. Finally, key parameters are given as functions of swirl ratio for the direct application of analytical tornado models to generate full-scale tornado wind field. Results show that the height of the maximum radial mean velocity is more appropriate to be defined as the boundary layer thickness of the TLV than the height of the maximum tangential mean velocity. The TLV velocity within the boundary layer can be well estimated by the analytical model. Simple fitted results show that the full-scale maximum radial and tangential mean velocity increase linearly with the swirl ratio, while the radius and height corresponding to the position of these two velocities decrease non-linearly with the swirl ratio.

• Spatial Information Research
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• 제7권1호
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• pp.1-12
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• 1999

토지정보체계(Geographical Information System, GIS)에서 지형표고를 나타내는 수치지형정보(Digital Terrain Model, DTM)는 토공량 계산 조경, 토목, 가시구역 분석, 무선중계국 위치선정 등 GIS가 활용되면서 여러 분야에서 이용되고 있다. DIM의 표고정보 및 이를 활용한 경사도와 같은 2차 정보의 정확도는 광활하고 평탄한 지형에서는 격자 간격, 원자료의 해상력 등이 크게 문제되지 않을 수 있으나 한국과 같이 지형의 기복이 심하고 다양한 형태의 지형에서는 적절한 해상력, 원자료의 정확성 등이 지형 표현에 있어 중요한 요소가 되고 있다. 그러므로 본 연구의 목적은 95소프트웨어를 이용한 경사도 산출시 등고선의 정확도, 해상력, DTM의 자료구조에 따른 차이점을 분석하여 한국의 산악 지형에 적절한 해상력을 구하고자 하는 데 있다. 이를 위해 현재 세계적으로 많이 쓰이고 있는 DTM의 자료구조인 고도행렬식 기법(altitude matrices)을 활용한 격자형(raster) 자료구조인 Idrisi(ver. 2.0)와 비정규삼각망(Triangulated Irregular Network, TIN)자료구조인 ArcView(ver. 3.0a)를 사용하여 덕유산 국립공원의 1:25,000 지형도에서 생성한 DIM을 이용하여 경사도를 산출한 후 각각의 경사도 차이에 대해 비교 분석한 결과 다음과 같은 결론을 얻었다. 1) 해상력이 낮을수록 원자료의 등고선 간격이 클수록 지형의 smoothing 효과가 나타났다. 2) 격자형 자료구조인 Idrisi와 TIN자료구조인 ArcView사이의 경사도 값 차이는 해상력이 떨어질수록 큰 차이를 보였다. 3) 30개의 표본점을 선택해 오차 비교 결과 경사도 오차의 경우 격자형 자료구조인 Idrisi와TIN자료구조인 ArcView모두 해상력에 따른 큰 차이가 없었으며 표고차의 경우 ArcView는 l0m 등고선 간격에서 생성한 해상력 10, 20, 30m DTM에서 각각 4.9, 6.2, 5.9m로서 큰 차이가 없었고 Idrisi는 해상력 10, 20, 30m DTM에서 각각 6.3, 9.1, 10.9m로서 해상력이 감소할수록 표고 값의 오차가 늘었다. 4) Idrisi ArcView 모두 산정상부, 계곡 바닥과 같은 지형의 지성선을 고려하지 못하였다.

• 한국공간정보시스템학회 논문지
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• 제6권2호
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• pp.51-62
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• 2004

최근 들어 이동 통신 서비스에서 이동하는 고객의 위치정보와 관련된 서비스가 중요한 서비스로 부각되고 있다. 이동 객체의 경우 갱신 연산이 많고 부하가 특정 지역에 집중되는 특징이 있다. 이러한 LBS 응용에서 시공간 영역질의는 중요한 서비스이다. 질의 처리 속도의 개선을 위해서 디스크 입출력 시간을 최대한 줄일 필요가 있다. 본 논문에서는 갱신연산을 최소화하기 위해 고안되어진 시공간 시스템 아키텍쳐로 GALIS의 비균등 2단계 격자 인덱스 구조를 적용한다. 질의 처리 처리율을 향상시키기 위해서 공간 관련성과 시간 관련성을 이용한 스케줄링 기법과 Time Zone 개념을 사용하여 시공간 개념이 결합된 질의 처리 기법을 제안한다. 제안된 방법의 성능 측정을 위해서 다른 질의 범위를 가지고 영역 질의의 결과를 보인다.

• 한국물환경학회지
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• 제31권5호
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• pp.491-506
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• 2015

Distributed models represent watersheds using a network of numerous, uniform calculation units to provide spatially detailed and consistent evaluations across the watershed. However, these models have a disadvantage in general requiring a high computing cost. Semi-distributed models, on the other hand, delineate watersheds using a simplified network of non-uniform calculation units requiring a much lower computing cost than distributed models. Employing a simplified network of non-uniform units, however, semi-distributed models cannot but have limitations in spatially-consistent simulations of hydrogeochemical processes and are often not favoured for such a task as identifying critical source areas within a watershed. Aiming to overcome these shortcomings of both groups of models, a hybrid watershed model STREAM (Spatio-Temporal River-basin Ecohydrology Analysis Model) was developed in this study. Like a distributed model, STREAM divides a watershed into square grid cells of a same size each of which may have a different set of hydrogeochemical parameters reflecting the spatial heterogeneity. Like many semi-distributed models, STREAM groups individual cells of similar hydrogeochemical properties into representative cells for which real computations of the model are carried out. With this hybrid structure, STREAM requires a relatively small computational cost although it still keeps the critical advantage of distributed models.