Automated Voxel Model from Point Clouds for Structural Analysis of Cultural Heritage

In the context of cultural heritage, an accurate and comprehensive digital survey of a historical building is today essential in order to measure its geometry in detail for documentation or restoration purposes, for supporting special studies regarding materials and constructive characteristics, and finally for structural analysis. Some proven geomatic techniques, such as photogrammetry and terrestrial laser scanning, are increasingly used to survey buildings with different complexity and dimensions; one typical product is in form of point clouds. We developed a semi-automatic procedure to convert point clouds, acquired from laserscan or digital photogrammetry, to a filled volume model of the whole structure. The filled volume model, in a voxel format, can be useful for further analysis and also for the generation of a Finite Element Model (FEM) of the surveyed building. In this paper a new approach is presented with the aim to decrease operator intervention in the workflow and obtain a better description of the structure. In order to achieve this result a voxel model with variable resolution is produced. Different parameters are compared and different steps of the procedure are tested and validated in the case study of the North tower of the San Felice sul Panaro Fortress, a monumental historical building located in San Felice sul Panaro (Modena, Italy) that was hit by an earthquake in 2012.

[1]  Burcu Akinci,et al.  Automatic Reconstruction of As-Built Building Information Models from Laser-Scanned Point Clouds: A Review of Related Techniques | NIST , 2010 .

[2]  Diego González-Aguilera,et al.  Photogrammetric, Geometrical, and Numerical Strategies to Evaluate Initial and Current Conditions in Historical Constructions: A Test Case in the Church of San Lorenzo (Zamora, Spain) , 2016, Remote. Sens..

[3]  Francesco Ubertini,et al.  A MESH GENERATION METHOD FOR HISTORICAL MONUMENTAL BUILDINGS: AN INNOVATIVE APPROACH , 2016 .

[4]  Gabriele Bitelli,et al.  From Laser Scanning to Finite Element Analysis of Complex Buildings by Using a Semi-Automatic Procedure , 2015, Sensors.

[5]  Mª Amparo Núñez Andrés,et al.  Evolution of the architectural and heritage representation , 2009 .

[6]  Gianni Bartoli,et al.  Dynamic identification of historic masonry towers through an expeditious and no-contact approach: Application to the “Torre del Mangia” in Siena (Italy) , 2014 .

[7]  Daniela Oreni,et al.  Survey turned into HBIM: the restoration and the work involved concerning the Basilica di Collemaggio after the earthquake (L'Aquila) , 2014 .

[8]  Debra F. Laefer,et al.  Validating Computational Models from Laser Scanning Data for Historic Facades , 2013 .

[9]  Debra F. Laefer,et al.  Point Cloud Data Conversion into Solid Models via Point-Based Voxelization , 2013 .

[10]  Daniela Oreni,et al.  BIM FROM LASER CLOUDS AND FINITE ELEMENT ANALYSIS: COMBINING STRUCTURAL ANALYSIS AND GEOMETRIC COMPLEXITY , 2015 .

[11]  Alberto Guarnieri,et al.  Monitoring Of Complex Structure For Structural Control Using Terrestrial Laser Scanning (Tls) And Photogrammetry , 2013 .

[12]  Marco Attene,et al.  Polygon mesh repairing: An application perspective , 2013, CSUR.

[13]  Antonio Tralli,et al.  On the seismic behavior of the main tower of the San Felice sul Panaro (Italy) fortress , 2016 .

[14]  Henrique Lorenzo,et al.  Digital photogrammetry, GPR and computational analysis of structural damages in a mediaeval bridge , 2007 .