Ιδρυματικό Αποθετήριο
Πολυτεχνείο Κρήτης
Πολυτεχνείο Κρήτης
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| URI | http://purl.tuc.gr/dl/dias/712D9899-2891-4C94-9B37-6AC0E63EA695 | - |
| Αναγνωριστικό | https://doi.org/10.1016/j.dibe.2022.100069 | - |
| Αναγνωριστικό | https://www.sciencedirect.com/science/article/pii/S2666165922000035 | - |
| Γλώσσα | en | - |
| Μέγεθος | 14 pages | en |
| Τίτλος | Modelling, identification and structural damage investigation of the Neoria monument in Chania | en |
| Δημιουργός | Charalampidi Varvara | en |
| Δημιουργός | Χαραλαμπιδη Βαρβαρα | el |
| Δημιουργός | Koutsianitis Panagiotis | en |
| Δημιουργός | Κουτσιανιτης Παναγιωτης | el |
| Δημιουργός | Motsa Siphesihle Mpho | en |
| Δημιουργός | Tairidis Georgios | en |
| Δημιουργός | Ταϊριδης Γεωργιος | el |
| Δημιουργός | Kasampali Amalia | en |
| Δημιουργός | Κασαμπαλη Αμαλια | el |
| Δημιουργός | Drosopoulos Georgios | en |
| Δημιουργός | Δροσοπουλος Γεωργιος | el |
| Δημιουργός | Stavroulaki Maria | en |
| Δημιουργός | Σταυρουλακη Μαρια | el |
| Δημιουργός | Stavroulakis Georgios | en |
| Δημιουργός | Σταυρουλακης Γεωργιος | el |
| Εκδότης | Elsevier | en |
| Περιγραφή | The research was partially funded by a cooperation project between the Greek Ministry of Culture and Sports, The Region of Crete, The Municipality of Chania and the Technical University of Crete (Contract ID 20SYMV007057887 2020-07-21). | en |
| Περίληψη | The structural behavior of Neoria masonry monument is studied here. The determination of structural and material properties of a partially collapsed monument and the evaluation of existing damages and their importance for further restoration studies are not trivial tasks. The investigation has been based on detailed geometric data, collected from sources and in-situ measurements. For the mechanical analysis, finite element models have been created with different level of detail, including simplified description of documented damages. Modal analysis is assisted by micro-tremor measurements. Comparison of the predictions with the experimentally measured quantities, allows the determination of material parameters with higher accuracy. A least square technique assisted by the modal assurance criterion has been used, by driving the model from a Python script. A comparison of collapse predictions based on modified pushover analysis, with classical modal analysis has been performed. An explanation of existing damages is attempted, based on the numerical models. | en |
| Τύπος | Peer-Reviewed Journal Publication | en |
| Τύπος | Δημοσίευση σε Περιοδικό με Κριτές | el |
| Άδεια Χρήσης | http://creativecommons.org/licenses/by-nc-nd/4.0/ | en |
| Ημερομηνία | 2024-03-06 | - |
| Ημερομηνία Δημοσίευσης | 2022 | - |
| Θεματική Κατηγορία | Finite element analysis | en |
| Θεματική Κατηγορία | Monuments | en |
| Θεματική Κατηγορία | Modal assurance criterion | en |
| Θεματική Κατηγορία | Pushover analysis | en |
| Θεματική Κατηγορία | Damage evaluation | en |
| Θεματική Κατηγορία | Performance prediction | en |
| Βιβλιογραφική Αναφορά | B. Charalambidi, P. Koutsianitis, S. M. Motsa, G. Tairidis, A. Kasampali, G. Drosopoulos, M. Stavroulaki, and G. Stavroulakis, “Modelling, identification and structural damage investigation of the Neoria monument in Chania,” Dev. Built Environ., vol. 10, May. 2022, doi: 10.1016/j.dibe.2022.100069. | en |
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