• ETRI Journal
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• 제33권4호
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• pp.547-557
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• 2011

This study presents an approach for extracting boundaries of various buildings, which have concave boundaries, inner yards, non-right-angled corners, and nonlinear edges. The approach comprises four steps: building point segmentation, boundary tracing, boundary grouping, and regularization. In the second and third steps, conventional algorithms are improved for more accurate boundary extraction, and in the final step, a new algorithm is presented to extract nonlinear edges. The unique characteristics of airborne light detection and ranging (LIDAR) data are considered in some steps. The performance and practicality of the presented algorithm were evaluated for buildings of various shapes, and the average omission and commission error of building polygon areas were 0.038 and 0.033, respectively.

• 한국BIM학회 논문집
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• 제13권3호
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• pp.30-38
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• 2023

Building Information Models(BIM) provides rich geometric and attribute information throughout the entire life cycle of a building and infrastructure object, while Geographic Information System(GIS) enables the detail analysis of urban issues based on the geo-spatial information in support of decision-making. The Integration of BIM and GIS data makes it possible to create a digital twin of the land in order to effectively manage smart cities. In the perspective of integrating BIM data into GIS systems, this study performs literature reviews on georeferencing techniques and identifies limitations in carrying out the georeferencing process using attribute information associated with absolute coordinates probided by Industry Foundation Classes(IFC) as a BIM standard. To address these limitations, an automated georeferencing process is proposed as a pilot study to position a IFC model with the Local Coordinate System(LCS) in GIS environments with the Reference Coordinate System(RCS). An evaluation of the proposed approach over a BIM model demonstrates that the proposed method is expected to be a great help for automatically georeferencing complex BIM models in a GIS environment, and thus provides benefits for efficient and reliable BIM and GIS integration in practice.

• 한국측량학회지
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• 제31권3호
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• pp.193-198
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• 2013

본 연구는 객체 정합 기법을 적용하여 건물 인허가 과정에서 제출되는 설계도면에 실세계의 좌표를 등록하는 방법을 제안한다. 일반적으로 설계도면에는 건물과 함께 건물이 위치할 필지 경계선이 포함되어 있다. 필지 경계선으로부터 얻어지는 폴리곤과 KLIS 연속지적도 상의 필지 폴리곤은 동일한 형상을 가지므로, 형상 정합 기법을 적용하여 좌표 등록에 필요한 변환 정보를 얻을 수 있다. 본 연구는 설계도면에 존재하는 선형들의 기하학적 왜곡을 방지하기 위하여 상사 변환을 적용하였다. 이 변환에 필요한 평행 이동량, 축적 변화량 그리고 회전 변화량은 각각 건설도면과 연속지적도의 대응 폴리곤의 무게중심 차이, 면적비, 그리고 선회 함수를 이용한 형상 정합 과정에서 얻어지는 최적 회전 변화량으로 결정하였다. 제안된 방법을 경기도 수원시를 대상으로 세움터에 제출된 건설도면에 적용하였으며, 좌표 등록의 위치정확도를 평가하기 위하여 좌표 등록된 설계도면의 건물 객체와 항공사진을 중첩하여 건물 모서리의 좌표를 비교하였다. 평가 결과 좌표 등록에 참조한 연속지적도와 항공사진의 위치 오차의 크기에 따라 구도심지역에서는 RMSE 기준 2.37m의 정확도를, 신도심지역에서는 0.95m의 위치 정확도를 얻을 수 있었다.

• 한국측량학회지
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• 제31권2호
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• pp.111-119
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• 2013

항공 라이다로부터 획득한 대용량의 3차원 점 데이터로부터 대상 물체의 윤곽정보를 추출하는 것은 데이터 처리 과정에서 필수적이며 기반적인 기술 중의 하나이다. 특히 인공 구조물인 건물은 복잡한 현대 도시를 구성하는 주요 구조물이며 그 형태가 명확하기에 윤곽 정보의 추출 과정이 더욱 중요하다 할 수 있다. 본 연구에서는 항공 라이다를 이용하여 얻어진 건물을 구성하는 3차원 점 데이터로부터 건물의 윤곽정보를 추출하기 위하여 점 데이터의 기하정보만을 이용한 확장 카이(${\chi}$-Chi) 알고리즘을 제안한다. 제안된 알고리즘은 임의의 점군을 델로니(Delaunay) 삼각망으로 구성하고 특정 조건을 만족하는 변(edge)를 제거하는 과정을 통하여 구현된다. 덧붙여, 전체적인 추출과정의 효율화를 위해서 델로니 삼각망의 구성을 스윕헐 알고리즘을 적용하여 수행하였다. 본 연구에서 제안하는 확장 카이 알고리즘의 성능을 확인하기 위하여 본 연구와 같은 목적으로 개발된 인케이싱 폴리곤 제작 알고리즘과 알파 쉐이프 알고리즘을 비교하였고 기 제작된 건물의 도화정보를 이용하여 윤곽정보 추출의 정확도를 비교하였다. 실험결과, 본 연구에서 제안한 알고리즘은 기존의 알고리즘들보다 윤곽정보 추출 속도 및 정확도가 향상됨을 확인하였다.

• 한국BIM학회 논문집
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• 제13권4호
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• pp.96-105
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• 2023

This study focuses on developing a building object recognition technology for efficient use in the remodeling of buildings constructed without drawings. In the era of the 4th industrial revolution, smart technologies are being developed. This research contributes to the architectural field by introducing a deep learning-based method for automatic object classification and recognition, utilizing point cloud data. We use a TD3D network with voxels, optimizing its performance through adjustments in voxel size and number of blocks. This technology enables the classification of building objects such as walls, floors, and roofs from 3D scanning data, labeling them in polygonal forms to minimize boundary ambiguities. However, challenges in object boundary classifications were observed. The model facilitates the automatic classification of non-building objects, thereby reducing manual effort in data matching processes. It also distinguishes between elements to be demolished or retained during remodeling. The study minimized data set loss space by labeling using the extremities of the x, y, and z coordinates. The research aims to enhance the efficiency of building object classification and improve the quality of architectural plans by reducing manpower and time during remodeling. The study aligns with its goal of developing an efficient classification technology. Future work can extend to creating classified objects using parametric tools with polygon-labeled datasets, offering meaningful numerical analysis for remodeling processes. Continued research in this direction is anticipated to significantly advance the efficiency of building remodeling techniques.

• 한국공간구조학회논문집
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• 제13권3호
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• pp.83-90
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• 2013

A series of wind tunnel tests were conducted on 7 super-tall buildings with various polygon cross-sections, including triangle, square, pentagon, hexagon, octagon, dodecagon, and circular. The primary purpose of the present study is to investigate the effect of increasing number of sides on aerodynamic characteristics for super-tall buildings. Wind tunnel tests were conducted under the turbulent boundary layers whose power-law exponent is 0.27. Fluctuating wind pressures from more than 200 pressure taps were recorded simultaneously, and time series of overturning moments were calculated considering tributary area of each pressure tap. The results show that the overturning moment coefficients and the spectral values decrease with increasing number of sides, and the largest mean and fluctuating overturning moments were found for the triangular super-tall building, and the largest spectral values were found for the square super-tall building. The analysis should be conducted more in detail, but currently it can be roughly said that there seems to be a little differences in the aerodynamic characteristics for the super-tall buildings whose number of sides is larger than 5 or 6.

• 인간식물환경학회지
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• 제24권1호
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• pp.39-51
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• 2021

Background and objective: Urban topology can be characterized as impervious, which changes the hydrologic features of an area, increasing surface water flow during local heavy rain events. The pluvial flooding is also influenced by the vertical structures of the urban area. This study suggested a modified digital elevation model (DEM) to identify changes in urban hydrological conditions and segmentalized urban micro catchment areas using a geographical information system (GIS). Methods: This study suggests using a modified DEM creation process based on Rolling Ball Method concepts along with a GIS program. This method proposes adding realized urban vertical data to normal DEM data and simulating hydrological analyses based on RBM concepts. The most important aspect is the combination of the DEM with polygon data, which includes urban vertical data in three datasets: the contour polyline, the locations of buildings and roads, and the elevation point data from the DEM. DEM without vertical data (DCA) were compared with the DEM including vertical data (VCA) to analyze catchment areas in Shin-wol district, Seoul, Korea. Results: The DCA had 136 catchments, and the area of each catchment ranged from 3,406 m² to 423,449 m². The VCA had 2,963 catchments, with the area of each ranging from 50 m² to 16,209 m². The most important finding is that in the overlapped VCA; the boundary of areas directly affected by flooding and the direction of surface water flow could be identified. Flooding data from September 21, 2010 and July 27, 2011 in the Shin-wol district were applied as ground reference data. The finding is that in the overlapped VCA; the boundary of areas directly affected by flooding and the direction of surface water flow could be identified. Conclusion: The analysis of the area vulnerable to surface water flooding (SWF) was more accurately determined using the VCA than using the DCA.