3D Modeling & Analysis Techniques for the Apollo Temple in Delphi

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 perfo...

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Main Authors: Emmanuel Maravelakis, Georgia Giannioti, Athanasia Psalti, Marilena Tsakoumaki, Danae Phaedra Pocobelli, Michael Xinogalos, Demitrios Galanakis, Nikolaos Bilalis, Georgios Stavroulakis
Format: Article
Language:English
Published: MDPI AG 2023-07-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/13/7/1730
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author Emmanuel Maravelakis
Georgia Giannioti
Athanasia Psalti
Marilena Tsakoumaki
Danae Phaedra Pocobelli
Michael Xinogalos
Demitrios Galanakis
Nikolaos Bilalis
Georgios Stavroulakis
author_facet Emmanuel Maravelakis
Georgia Giannioti
Athanasia Psalti
Marilena Tsakoumaki
Danae Phaedra Pocobelli
Michael Xinogalos
Demitrios Galanakis
Nikolaos Bilalis
Georgios Stavroulakis
author_sort Emmanuel Maravelakis
collection DOAJ
description 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.
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spelling doaj.art-9b6fe528eec541e2abc91a211c1f6abb2023-11-18T18:38:03ZengMDPI AGBuildings2075-53092023-07-01137173010.3390/buildings130717303D Modeling & Analysis Techniques for the Apollo Temple in DelphiEmmanuel Maravelakis0Georgia Giannioti1Athanasia Psalti2Marilena Tsakoumaki3Danae Phaedra Pocobelli4Michael Xinogalos5Demitrios Galanakis6Nikolaos Bilalis7Georgios Stavroulakis8Department of Electronic Engineering, Hellenic Mediterranean University, Romanou 3, 73133 Chania, GreeceSchool of Production Engineering & Management, Technical University of Crete, 73100 Chania, GreeceEphorate of Antiquities of Phocis Ministry of Culture and Sports of Greece, 33100 Amphissa, GreeceEphorate of Antiquities of Phocis Ministry of Culture and Sports of Greece, 33100 Amphissa, GreeceDepartment of Electronic Engineering, Hellenic Mediterranean University, Romanou 3, 73133 Chania, GreeceAstrolabe Engineering, Miaouli Str. 26, 14671 Nea Erythrea, GreeceDepartment of Electronic Engineering, Hellenic Mediterranean University, Romanou 3, 73133 Chania, GreeceSchool of Production Engineering & Management, Technical University of Crete, 73100 Chania, GreeceSchool of Production Engineering & Management, Technical University of Crete, 73100 Chania, GreeceThis 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.https://www.mdpi.com/2075-5309/13/7/1730FEMHBIMDelphi
spellingShingle Emmanuel Maravelakis
Georgia Giannioti
Athanasia Psalti
Marilena Tsakoumaki
Danae Phaedra Pocobelli
Michael Xinogalos
Demitrios Galanakis
Nikolaos Bilalis
Georgios Stavroulakis
3D Modeling & Analysis Techniques for the Apollo Temple in Delphi
Buildings
FEM
HBIM
Delphi
title 3D Modeling & Analysis Techniques for the Apollo Temple in Delphi
title_full 3D Modeling & Analysis Techniques for the Apollo Temple in Delphi
title_fullStr 3D Modeling & Analysis Techniques for the Apollo Temple in Delphi
title_full_unstemmed 3D Modeling & Analysis Techniques for the Apollo Temple in Delphi
title_short 3D Modeling & Analysis Techniques for the Apollo Temple in Delphi
title_sort 3d modeling analysis techniques for the apollo temple in delphi
topic FEM
HBIM
Delphi
url https://www.mdpi.com/2075-5309/13/7/1730
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