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

被引:4
|
作者
Maravelakis, Emmanuel [1 ]
Giannioti, Georgia [2 ]
Psalti, Athanasia [3 ]
Tsakoumaki, Marilena [3 ]
Pocobelli, Danae Phaedra [1 ]
Xinogalos, Michael [4 ]
Galanakis, Demitrios [1 ]
Bilalis, Nikolaos [2 ]
Stavroulakis, Georgios [2 ]
机构
[1] Hellen Mediterranean Univ, Dept Elect Engn, Romanou 3, Khania 73133, Greece
[2] Tech Univ Crete, Sch Prod Engn & Management, Khania 73100, Greece
[3] Ephorate Antiqu Phocis Minist Culture & Sports Gre, Amphissa 33100, Greece
[4] Astrolabe Engn, Miaouli Str 26, Nea Erythrea 14671, Greece
关键词
FEM; HBIM; Delphi; SEISMIC BEHAVIOR; MASONRY; PHOTOGRAMMETRY; INTEGRATION; HERITAGE; SYSTEMS;
D O I
10.3390/buildings13071730
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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.
引用
收藏
页数:16
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