• Title/Summary/Keyword: 3차원 건물 모델

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Construction of Aluminum Curtain Wall with 3D Elevation for TRUTEC Building (트루텍 빌딩의 3차원 입체 커튼월 시공)

  • Park, Choel;Hong, Doo-Pyo
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2007.11a
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    • pp.119-122
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    • 2007
  • TRUTEC building, which is located at DMC B block is zone, is just one the office building in Soeul. TRUTEC building is designed by Barkow Leibinger Architeken in Germany, has 5 stories under and 12 stories above and has been finished with the unique three dimensional curtain wall unit. Big trial to make unique elevation succeeded as getting rid of the typical plain curtain wall unit. In addition, aluminum bars are treated by the latest CNC machine in order to achieve 3D section. Construction of curtain wall is highly focused from the moment of contract to keep the schedule because the contract period is 18 months. Regular design meeting and technical meeting between stakeholders including construction manager, designer, engineer, consultant and so on have been held during the construction to minimize the risks from the unique elevation and trial. Step by step mock-up test (design mock-up and visual mock-up on site) has been performed before functional mock-up test.

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Planar Patch Extraction from LiDAR Data Using Optimal Parameter Selection (최적 매개변수 선정을 이용한 라이다 데이터로부터 3차원 평면 추출)

  • Shin, Sung-Woong;Bang, Ki-In;Cho, Woo-Sug
    • Journal of Korean Society for Geospatial Information Science
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    • v.19 no.1
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    • pp.97-103
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    • 2011
  • LiDAR system has become a popular tool for generating 3D surface data such as Digital Surface Model. Extraction of valuable information, such as digital building models, from LiDAR data has been an attractive research subject. This research addresses to extract planar patches from LiDAR data. Planar patches are important primitives consisting of man-made objects such as buildings. In order to determine the best fitted planes, this research proposed a method to reduce/eliminate the impact of the outliers and the intersection areas of two planes. After finishing plane fitting, planar patches are segmented by pseudo color values which are calculated by determined three plane parameters for each LiDAR point. In addition, a segmentation procedure is conducted using the pseudo color values to find planar patches. This paper evaluates the feasibility of the proposed method using both airborne and terrestrial LiDAR data.

3D Propagation Prediction Model for Indoor Environment (실내 환경에서의 3차원 전파예측 모델)

  • 고욱희
    • The Journal of Korean Institute of Electromagnetic Engineering and Science
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    • v.10 no.1
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    • pp.133-141
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    • 1999
  • In this paper, we present an indoor propagation prediction model which is based on a three-dimensional ray-tracing technique. In this model, instead of considering all obstacles such as furnitures and fixtures, etc., only main obstacles to the propagation such as walls, ceiling and floors are modeled as slabs with finite thickness and conductivity, and the significant phenomena of propagation are considered, so we can calculate simply and predict accurately the propagation losses. The propagating rays are considered to be reflected and transmitted specularly at the boundaries of obstacles, and diffracted at edges. The reflection and transmission losses on flat obstacles are calculated by using ray tracing method, and the diffraction losses at edges are calculated by using the uniform theory of diffraction (UTD) for finite conductivity media. The results simulated for some cases by this propagation model good agree with the measured value of pathloss.

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Production of Flood Expectation Map in the Reclaimed Land Using 3-D Spatial Information (3차원 공간정보를 이용한 해안 매립지역 침수예상도 제작)

  • Lee, Jae-One
    • Journal of Korean Society for Geospatial Information Science
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    • v.15 no.4
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    • pp.97-102
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    • 2007
  • Recently, coastal damage according to the natural disaster like storm-surge, overflowing of the sea has been massively increased. In case of earth fill at the seaside, there are a lot of weak areas of the natural disaster and it has also high possibility that a large disaster happens. Thus flood expectation map in the reclaimed land using 3D spatial information was produced in this study. The area around Myungji, Kangsugu, Busan which was made with the large scale earth fils at the seaside was designated as a study area. Observation of both costal datum and ground height using the tidal date and field surveying dates was conducted. Terrain model using the GIS program was produced and than 3D building model was produced using 3D MAX. It was shown that there are possibility more than 50% if over 4.5m storm-surge is happening, as a result of calculating the virtual flooded area on the produced cartographic map.

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Construction of BIM based Building 3D Spatial Information Using Terrestrial LiDAR (지상 LiDAR를 이용한 BIM 기반 건물의 3D 공간정보 구축 연구)

  • Kim, Kyeong-Min;Lee, Kil-Jae;Cho, Gi-Sung
    • Journal of Cadastre & Land InformatiX
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    • v.46 no.1
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    • pp.23-35
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    • 2016
  • Recently, along with the development of IT, the non-linearity and enlargement in the response to the combination of the building industry and IT have made a wide variety in outer shapes of the buildings. So buildings need a more accurate representation using visually superior three-dimensional space information. Therefore, the study models the shapes of the other buildings in accordance with the heights. Frist of all, we measured the buildings using a Terrestrial LiDAR. Second, we obtained a high-density point cloud date of the buildings. Through this data, we made the BIM model and compared the heights of each floor's outer information layers. And then identified the BIM data status using IFC standards formats. From this data, it proposes a new 3D cadastre and the alternative for the establishment of spatial information.

The behavior of adjacent structures in tunnelling induced ground movements (터널 시공에 따른 지반 및 인접건물의 거동평가)

  • Kim, Hak-Moon;Jeon, Seong-Kon
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.5 no.4
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    • pp.313-322
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    • 2003
  • This research work presents 3-D behavior of adjacent structures due to tunnelling induced ground movements by means of field measuring data and nonlinear FEM tunnel analysis. The results of the analytical methods from Mohr-Coulomb model are compared with the site measurement data obtained during the twin tunnel construction. It was found that the location and stiffness of the structure influence greatly the shape and pattern of settlement trough. The settlement trough for Greenfield condition was different from the trough for existing adjacent structures. Therefore the load and stiffness of adjacent structures should be taken into account for the stability analysis of the structures.

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Extraction of Spatial Information of Facility Using Terrestrial and Aerial Photogrammetric Analysis (지상사진과 항공사진 해석에 의한 시설물 공간정보 추출)

  • Sohn, Duk-Jae;Lee, Seung-Hwan
    • Journal of Korean Society for Geospatial Information Science
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    • v.11 no.1 s.24
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    • pp.51-59
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    • 2003
  • This study intended to extract the spatial data and attribute data from the images of terrestrial and aerial photographs and to compile the digital map from the images using various kinds of photogrammetric analysis. The Three Dimensional Frame Model (3DFM) was produced from multiple images of terrestial photographs, and the Three Dimensional Photo Image Model (3DPIM) was made using 3DFM and image patches of terrestrial photo, which is useful for identifying the feature and characteristics of the object. In addition, the spatial data base for the buildings, roads and supplementary facilities in the objective area was updated by the vectorizing procedures with small scale areal photos.

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Application Research on Obstruction Area Detection of Building Wall using R-CNN Technique (R-CNN 기법을 이용한 건물 벽 폐색영역 추출 적용 연구)

  • Kim, Hye Jin;Lee, Jeong Min;Bae, Kyoung Ho;Eo, Yang Dam
    • Journal of Cadastre & Land InformatiX
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    • v.48 no.2
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    • pp.213-225
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    • 2018
  • For constructing three-dimensional (3D) spatial information occlusion region problem arises in the process of taking the texture of the building. In order to solve this problem, it is necessary to investigate the automation method to automatically recognize the occlusion region, issue it, and automatically complement the texture. In fact there are occasions when it is possible to generate a very large number of structures and occlusion, so alternatives to overcome are being considered. In this study, we attempt to apply an approach to automatically create an occlusion region based on learning by patterning the blocked region using the recently emerging deep learning algorithm. Experiment to see the performance automatic detection of people, banners, vehicles, and traffic lights that cause occlusion in building walls using two advanced algorithms of Convolutional Neural Network (CNN) technique, Faster Region-based Convolutional Neural Network (R-CNN) and Mask R-CNN. And the results of the automatic detection by learning the banners in the pre-learned model of the Mask R-CNN method were found to be excellent.

격납용기내 소격실에서의 수소혼합 연구

  • 박군철;최용석;이운장
    • Proceedings of the Korean Nuclear Society Conference
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    • 1997.05a
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    • pp.617-622
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    • 1997
  • 격납건물내 소격실에서의 수소혼합 정도를 파악하고 격실내 균일한 혼합을 좌우하는 인자의 영향을 분석하기 위하여 소규모 혼합실험을 수행했다. 본 연구에서는 해석적으로 수립된 3차원 혼합 모델의 검증을 위하여 3차원 모사가 가능하도록 실험 장치를 구성하였다. 격납용기 내에서 수소 생성의 주원인이 되는 노심으로부터의 수소거동을 분석하기 위한 기초 실험(실험 A)과 안전주입 탱크 격실에서의 수소거동을 분석하기 위해 원형 혼합 chamber를 구상했다. 기초실험 A에서는 혼합 chamber내 축 방향으로 대칭적인 오리피스형 장애물을 설치하고 실험했고 안전주입 탱크 격실을 모사한 실험 B는 영광 3&4호기를 바탕으로 축소시켜 안전주입탱크 격실내 존재하는 두충과 안전 주입 탱크 사이의 틀을 통한 혼합체의 거동을 분석했다. 실험결과 오리피스형 장애물을 설치한 기초실험에서는 원형 띠모양의 장애물이 혼합체의 거동에 큰 영향을 주지 않는 것이 관측됐지만 안전주입탱크격실 실험에서는 격실내 장애물로 존재하는 두충이 혼합체의 거동에 큰 영향을 주는 것이 관측됐다.

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Prediction of Differential Column Shortening for Reinforced Concrete Tall Buildings (시공단계를 고려한 철근콘크리트 고층건물 기둥의 부등축소량 해석)

  • Lee, Tae-Gyu;Kim, Jin-Keun;Song, Jin-Gyu
    • Magazine of the Korea Concrete Institute
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    • v.11 no.1
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    • pp.99-107
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    • 1999
  • In this paper, the prediction method of the differential column shortening for cracked reinforced concrete tall buildings due to the construction sequence is presented. The cracked sectional properties from the strain and curvature of the sectional centroid is directly used. And the stiffness matrix of concrete elements considering the axial strain-curvature interaction effect is adopted. The creep and shrinkage properties used in the predictions were calculated in accordance with ACI 209, CEB-FIP 1990, and B3 model code. In order to demonstrate the validity of this algorithm, the prediction by the proposed method are compared with both the results of the in-situ test and the results by other simplified method. The proposed method is in good agreement with experimental results, and better than the simplified method.