3d Digital Reconstruction Based on Archived Terrestrial Photographs From Metric Cameras

Poloprutský, Zdeněk; Fraštia, Marek; Marčiš, Marián

doi:10.14311/ap.2019.59.0384

Cited by 5 publications

(2 citation statements)

References 19 publications

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“…Why should BIM be created for historic buildings? The answer is logical -when it comes to truly historic buildings, we try to keep them in good condition for a long time and we usually want to use them for living (Poloprutský, Fraštia, Marčiš, 2019). Many parts of historical buildings are unique or made by old technologies.…”

Section: Using Bim For Old or Historical Objectsmentioning

confidence: 99%

The Contribution of Geomatic Technologies to Bim

Pavelka

Matoušková

2019

Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci.

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Abstract. There are many definitions of the commonly used abbreviation BIM, but one can say that each user or data supplier has different idea about it. There can be an economic view, or other aspects like surveying, material, engineering, maintenance, etc. The common definition says that Building Information Modelling or Building Information Management (BIM) is a digital model representing a physical and functional object with its characteristics. The model serves as a database of object information for its design, construction and operation over its life cycle, i.e. from the initial concept to the removal of the building. BIM is a collection of interconnected digital information in both protected and open formats, recording graphical and non-graphical data on model elements. There are two facets: a) BIM created simultaneously with the project, or project designed directly in BIM (it is typical of new objects designed in CAD systems - for example in the Revit software) or b) BIM for old or historical objects. The former is a modern technology, which is nowadays used worldwide. From the engineer’s perspective, the issue is the creation of BIM for older objects. In this case, it is crucial to obtain a precise 3D data set - complex 3D documentation of an object is needed and it is created using various surveying techniques. The most popular technique is laser scanning or digital automatic photogrammetry, from which a point cloud is derived. But this is not the main result. While classical geodesy gives selective localized information, the above-mentioned technologies give unselected information and provide huge datasets. Fully automatic technologies that would select important information from the point cloud are still under development. This seems to be a task for the coming years. Large amounts of data can be acquired automatically and quickly, but getting the expected information is another matter. These problems will be analysed in this paper. Data conversion to BIM, especially for older objects, will be shown on several case studies. The first is an older technical building complex transferred to BIM, the second one is a historical building, and the third one will be a historic medieval bridge (Charles Bridge in Prague). The last part of this paper will refer to aspects and benefits of using Virtual Reality in BIM.

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Section: Using Bim For Old or Historical Objectsmentioning

confidence: 99%

The Contribution of Geomatic Technologies to Bim

Pavelka

Matoušková

2019

Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci.

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“…Several projects of SfM processing of digitized analogue images are also presented. Processing of digitized glass plate negatives by UMK cameras and TAN photo-theodolite was presented by [2]. In literature, Agisoft PhotoScan prevails as a photogrammetric software for processing analogue images.…”

Section: Introductionmentioning

confidence: 99%

Structure From Motion Processing of Analogue Images Captured by Rollei Metric Camera, Digitized With Various Scanning Resolution

Dlesk

Vach²,

Pavelka

2020

Acta Polytech

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SfM processing of archived analogue images gives an opportunity to efficiently create new and valuable 2D and 3D results. The SfM processing of digitized analogue images brings some challenges. How to digitize negatives of photogrammetric images? What scanning resolution is the most beneficial for processing? How to preprocess the digitized images to be able to process them using the SfM method? What accuracy of results is possible to expect? This paper tries to deal with all these questions. For this paper, 7 negatives of former photogrammetric documentation of a vault were chosen. The negatives were captured by Rollei 3003 metric camera in 1999. Two pieces of software were chosen for the SfM processing. A commercial alternative Agisoft PhotoScan and free open-source alternative MicMac. The results of the SfM processing were compared to the results of an original photogrammetric method, which was used for former processing in 1999.

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