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Baptistery di San Giovanni in Florence - 2014, Italy


General Attributes
DOI
Project NameBaptistery di San Giovanni in Florence - 2014
CountryItaly
StatusPublished
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Spatial DataDownload (Links to all available data types will be emailed)
Data Type Size Device Name Device Type
LiDAR - Terrestrial19.2 GBCanon EOS 5D SR DSLR
Photogrammetry - Terrestrial37.3 GBFaro Focus 3D x130 Time of Flight Scanner
Ground Penetrating Radar (GPR)0.78 GBIDS stream x ground penetrating radar
ThermographyNot availableFlir A615 Thermal Camera
Background
Site Description
The Baptistery di San Giovanni, or the Florence Baptistery, is a minor basilica adjacent to the duomo in Florence, Italy (Figure 1; (2017)). As one of the oldest buildings in the city, this structure has changed in both form and function over time. While the earliest historical reference to the baptistery itself is in 897 AD, the foundations predate the superstructure; sections are from a Roman construction dating back to the 3rd century AD (Hess et al. 2018). Having been at the center of art, history, and controversy throughout the evolution of Florence, the Baptistery di San Giovanni became an iconic monument of the city that is cherished by locals and tourists. To preserve such an old and complex structure requires a detailed and data-driven understanding of the forces at play; in the case of heterogeneous masonry structures, this task is frequently very difficult. The Baptistery is a quasi-symmetrical octagonal structure with a corresponding series of eight curved ceiling panels that make up the cupola, or dome, of the building. The structure of this dome is comprised of an inner curved structure and an outer flatter structure that serves as the roof; these two dome shells are tied together with periodic masonry ribs. Beneath the Baptistery is a partially excavated Roman villa which reveals portions of the foundation that supports the Baptistery walls above. Through the many years of its rich history, the foundation walls of this structure have incurred a large amount of cracking. In this article, a combination of laser scanning and finite-distinct element modeling (FDEM) are used to identify potential causes of this cracking on the southwest wall (indicated with a red rectangle in Figure 2) (Hess et al. 2018; Napolitano et al. 2019a). By identifying what most probably caused existing cracks on this structure, the best routes for preservation and stability analysis can be established. From:

Hess, M., V. Petrovic, M. Yeager, and F. Kuester. 2018. Terrestrial laser scanning for the comprehensive structural health assessment of the baptistery di san giovanni in florence, italy: An integrative methodology for repeatable data acquisition, visualization and analysis. Structure and Infrastructure Engineering 14 (2):24763. doi:10.1080/15732479.2017.1349810

Project Description
The laser scanning was performed using a Faro Focus 3D x130 laser scanner with 1–2 mm resolution (FARO 2017). The entirety of the Baptistery was documented using this method (Hess et al. 2018). Fourteen scans were taken on the exterior of the structure at ground level with an average of 28,083,564 points per scan; 13 scans were taken on the interior of the structure at ground level with an average of 43,789,216 points per scan; 21 scans were taken in the upper balcony level with an average of 7,005,528 points per scan; 14 scans were taken in the subterranean level where the wall of interest is with an average of 31,191,672 points per scan (Hess et al.2018). Physical targets were not required for alignment due to the large amount of details on the structure itself; this approach has been proven to be successful in previous literature (Napolitano and Glisic 2018). The scans were aligned using FARO Scene. Initially the scans were positioned by manually identifying mutual features in overlapping scan areas. Subsequently, automatic cloud-to-cloud alignment was utilized to align all scans and reduce any issues from manual registration. To calculate the alignment error, the distance is computed between common points in overlapping point clouds and then averaged for each section; the mean error was 1.2 mm. An image of the laser scan data for the foundation wall can be seen in Figure 3. Additionally, a Canon 5D DSLR was used to augment the existing data set with photographs.

From:

Hess, M., V. Petrovic, M. Yeager, and F. Kuester. 2018. Terrestrial laser scanning for the comprehensive structural health assessment of the baptistery di san giovanni in florence, italy: An integrative methodology for repeatable data acquisition, visualization and analysis. Structure and Infrastructure Engineering 14 (2):. doi:10.1080/15732479.2017.1349810

UNESCO World Heritage Site
Additional InformationLearn more
Video PreviewVideo Link
Collection Date2013-11-13 to 2014-10-28
Publication Date2023-04-21
License TypeCC BY-NC
Model Information
Reuse ScoreB - High-Quality Model without Georeferencing
Curator NotesThe authors of this dataset used it to make claims about a significant sag in the floor. Using modern visualization tools we can see that this issue is exaggerated by a poor alignment, as the floor exists in several layers. The LiDAR would have to be re-aligned to measure the true deformation -Scott McAvoy OH3D
Entities
ContributorsMichael Hess, Michael Yeager, Vid Petrovic, , Maurizio Seracini, Ashley Richter, Falko Kuester, , , University of California San Diego
Citation
Michael Hess, Michael Yeager, Vid Petrovic, National Science Foundation, Maurizio Seracini, Ashley Richter, Falko Kuester, Center of Interdisciplinary Science for Art, Architecture and Archaeology (CISA3), Cultural Heritage Engineering Initiative (CHEI), University of California San Diego 2023: Baptistery di San Giovanni in Florence - 2014 - LiDAR - Terrestrial, Photogrammetry - Terrestrial, Ground Penetrating Radar (GPR), Thermography. Distributed by Open Heritage 3D. https://doi.org/10.26301/0x6p-vk89

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