TLS AND SHORT-RANGE PHOTOGRAMMETRIC DATA FUSION FOR BUILDINGS 3D MODELING
The adoption of 3D survey techniques is essential to promote efficient and timely information acquisition on constructed buildings. This article addresses terrestrial LiDAR (TLS) and close-range photogrammetric data fusion for the 3D modeling of a building in Level of Detail (LoD) 3. The selected bu...
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2021-06-01
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Series: | The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences |
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doaj-a2eaa3d99f1b43ce859f7b0d85b140a42021-06-29T06:10:14ZengCopernicus PublicationsThe International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences1682-17502194-90342021-06-01XLIII-B3-202127928410.5194/isprs-archives-XLIII-B3-2021-279-2021TLS AND SHORT-RANGE PHOTOGRAMMETRIC DATA FUSION FOR BUILDINGS 3D MODELINGP. R. S. Ruiz0C. M. Almeida1M. B. Schimalski2V. Liesenberg3E. A. Mitishita4Division for Earth Observation and Geoinformatics, National Institute for Space Research - INPE, BrazilDivision for Earth Observation and Geoinformatics, National Institute for Space Research - INPE, BrazilDepartment of Forest Engineering, Santa Catarina State University - UDESC, BrazilDepartment of Forest Engineering, Santa Catarina State University - UDESC, BrazilDepartment of Geomatics, Federal University of Parana - UFPR, BrazilThe adoption of 3D survey techniques is essential to promote efficient and timely information acquisition on constructed buildings. This article addresses terrestrial LiDAR (TLS) and close-range photogrammetric data fusion for the 3D modeling of a building in Level of Detail (LoD) 3. The selected building presents challenging elements for modeling, such as extended curved slabs, external glass walls, recessed facades and diverse roof pitches. It is located on the campus of the Federal University of Paraná (UFPR) in Curitiba, Brazil. The accuracy of the data integration was obtained through the analysis of deviations between the clouds of primary points. The accuracy of the point cloud model was verified by comparing its dimensions with the real dimensions of the building, obtained by means of a handheld laser distance meter (EDM). The results demonstrate that there was a correspondence between the EDM measures and the model, with a satisfactory statistical agreement between the estimated and reference values and a general maximum absolute error of 4.5 cm. The article focuses on the accuracy of point cloud models for the cadastral updating of buildings, providing information for decision making in projects documentation and interventions.https://www.int-arch-photogramm-remote-sens-spatial-inf-sci.net/XLIII-B3-2021/279/2021/isprs-archives-XLIII-B3-2021-279-2021.pdf |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
P. R. S. Ruiz C. M. Almeida M. B. Schimalski V. Liesenberg E. A. Mitishita |
spellingShingle |
P. R. S. Ruiz C. M. Almeida M. B. Schimalski V. Liesenberg E. A. Mitishita TLS AND SHORT-RANGE PHOTOGRAMMETRIC DATA FUSION FOR BUILDINGS 3D MODELING The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences |
author_facet |
P. R. S. Ruiz C. M. Almeida M. B. Schimalski V. Liesenberg E. A. Mitishita |
author_sort |
P. R. S. Ruiz |
title |
TLS AND SHORT-RANGE PHOTOGRAMMETRIC DATA FUSION FOR BUILDINGS 3D MODELING |
title_short |
TLS AND SHORT-RANGE PHOTOGRAMMETRIC DATA FUSION FOR BUILDINGS 3D MODELING |
title_full |
TLS AND SHORT-RANGE PHOTOGRAMMETRIC DATA FUSION FOR BUILDINGS 3D MODELING |
title_fullStr |
TLS AND SHORT-RANGE PHOTOGRAMMETRIC DATA FUSION FOR BUILDINGS 3D MODELING |
title_full_unstemmed |
TLS AND SHORT-RANGE PHOTOGRAMMETRIC DATA FUSION FOR BUILDINGS 3D MODELING |
title_sort |
tls and short-range photogrammetric data fusion for buildings 3d modeling |
publisher |
Copernicus Publications |
series |
The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences |
issn |
1682-1750 2194-9034 |
publishDate |
2021-06-01 |
description |
The adoption of 3D survey techniques is essential to promote efficient and timely information acquisition on constructed buildings. This article addresses terrestrial LiDAR (TLS) and close-range photogrammetric data fusion for the 3D modeling of a building in Level of Detail (LoD) 3. The selected building presents challenging elements for modeling, such as extended curved slabs, external glass walls, recessed facades and diverse roof pitches. It is located on the campus of the Federal University of Paraná (UFPR) in Curitiba, Brazil. The accuracy of the data integration was obtained through the analysis of deviations between the clouds of primary points. The accuracy of the point cloud model was verified by comparing its dimensions with the real dimensions of the building, obtained by means of a handheld laser distance meter (EDM). The results demonstrate that there was a correspondence between the EDM measures and the model, with a satisfactory statistical agreement between the estimated and reference values and a general maximum absolute error of 4.5 cm. The article focuses on the accuracy of point cloud models for the cadastral updating of buildings, providing information for decision making in projects documentation and interventions. |
url |
https://www.int-arch-photogramm-remote-sens-spatial-inf-sci.net/XLIII-B3-2021/279/2021/isprs-archives-XLIII-B3-2021-279-2021.pdf |
work_keys_str_mv |
AT prsruiz tlsandshortrangephotogrammetricdatafusionforbuildings3dmodeling AT cmalmeida tlsandshortrangephotogrammetricdatafusionforbuildings3dmodeling AT mbschimalski tlsandshortrangephotogrammetricdatafusionforbuildings3dmodeling AT vliesenberg tlsandshortrangephotogrammetricdatafusionforbuildings3dmodeling AT eamitishita tlsandshortrangephotogrammetricdatafusionforbuildings3dmodeling |
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