Institutional Repository
Technical University of Crete
Technical University of Crete
EN
|
EL
| URI | http://purl.tuc.gr/dl/dias/803754B1-250D-4218-B00E-1A17F4F03A98 | - |
| Identifier | https://doi.org/10.3390/buildings13071730 | - |
| Identifier | https://www.mdpi.com/2075-5309/13/7/1730 | - |
| Language | en | - |
| Extent | 16 pages | en |
| Title | 3D modeling & analysis techniques for the Apollo Temple in Delphi | en |
| Creator | Maravelakis Emmanuel | en |
| Creator | Giannioti Georgia | en |
| Creator | Γιαννιωτη Γεωργια | el |
| Creator | Psalti Athanasia | en |
| Creator | Tsakoumaki Marilena Chrysoula | en |
| Creator | Pocobelli Danae Phaedra | en |
| Creator | Xinogalos Michael | en |
| Creator | Galanakis Demitrios | en |
| Creator | Bilalis Nikolaos | en |
| Creator | Μπιλαλης Νικολαος | el |
| Creator | Stavroulakis Georgios | en |
| Creator | Σταυρουλακης Γεωργιος | el |
| Publisher | MDPI | en |
| Description | This research forms part of the project 3D4DEPLHI, co-financed by the European Union and Greek funds through the Operational Program Competitiveness, Entrepreneurship and Innovation under the call Specific Actions, Open Innovation for Culture (project code: T6YBΠ-00190). | en |
| Content Summary | This paper demonstrates the application and usage of advanced 3D modeling techniques on monuments through the Apollo Temple in Delphi case study. Firstly, it combines 3D scanning and unmanned aerial vehicle (UAV) photogrammetry to produce an accurate 3D model of the monument, and afterward, it performs finite element modeling (FEM) analysis for both static and dynamic cases. Collapsing scenarios in the case of earthquakes are produced, predicting which parts would first collapse and under which regime the collapsing mechanism would be activated. From the results disclosed herein, the frequency profile of the seismic activity that could lead to resonance with the structure’s dynamic characteristics, and therefore to excessive damages or collapse, was identified. Static structural analysis pinpoints that maximum stress exhibited on the columns’ base never exceeds 0.1338 MPa. Among others, the main novelty of this paper is that it consists of an integrated and multidisciplinary paradigm that advances the available historical knowledge for a quite heavily investigated site. | en |
| Type of Item | Peer-Reviewed Journal Publication | en |
| Type of Item | Δημοσίευση σε Περιοδικό με Κριτές | el |
| License | http://creativecommons.org/licenses/by/4.0/ | en |
| Date of Item | 2025-05-26 | - |
| Date of Publication | 2023 | - |
| Subject | FEM | en |
| Subject | HBIM | en |
| Subject | Delphi | en |
| Bibliographic Citation | E. Maravelakis, G. Giannioti, A. Psalti, M. Tsakoumaki, D. P. Pocobelli, M. Xinogalos, D. Galanakis, N. Bilalis and G. Stavroulakis “3D modeling & analysis techniques for the Apollo Temple in Delphi,” Buildings, vol. 13, no. 7, July 2023, doi: 10.3390/buildings13071730. | en |
Copyright © DIAS 2013
