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Modelling, identification and structural damage investigation of the Neoria monument in Chania

Charalampidi Varvara, Koutsianitis Panagiotis, Motsa Siphesihle Mpho, Tairidis Georgios, Kasampali Amalia, Drosopoulos Georgios, Stavroulaki Maria, Stavroulakis Georgios

Απλή Εγγραφή


URIhttp://purl.tuc.gr/dl/dias/712D9899-2891-4C94-9B37-6AC0E63EA695-
Αναγνωριστικόhttps://doi.org/10.1016/j.dibe.2022.100069-
Αναγνωριστικόhttps://www.sciencedirect.com/science/article/pii/S2666165922000035-
Γλώσσαen-
Μέγεθος14 pagesen
ΤίτλοςModelling, identification and structural damage investigation of the Neoria monument in Chaniaen
ΔημιουργόςCharalampidi Varvaraen
ΔημιουργόςΧαραλαμπιδη Βαρβαραel
ΔημιουργόςKoutsianitis Panagiotisen
ΔημιουργόςΚουτσιανιτης Παναγιωτηςel
ΔημιουργόςMotsa Siphesihle Mphoen
ΔημιουργόςTairidis Georgiosen
ΔημιουργόςΤαϊριδης Γεωργιοςel
ΔημιουργόςKasampali Amaliaen
ΔημιουργόςΚασαμπαλη Αμαλιαel
ΔημιουργόςDrosopoulos Georgiosen
ΔημιουργόςΔροσοπουλος Γεωργιοςel
ΔημιουργόςStavroulaki Mariaen
ΔημιουργόςΣταυρουλακη Μαριαel
ΔημιουργόςStavroulakis Georgiosen
ΔημιουργόςΣταυρουλακης Γεωργιοςel
ΕκδότηςElsevieren
ΠεριγραφήThe 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
ΠερίληψηThe 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
ΤύποςPeer-Reviewed Journal Publicationen
ΤύποςΔημοσίευση σε Περιοδικό με Κριτέςel
Άδεια Χρήσηςhttp://creativecommons.org/licenses/by-nc-nd/4.0/en
Ημερομηνία2024-03-06-
Ημερομηνία Δημοσίευσης2022-
Θεματική ΚατηγορίαFinite element analysisen
Θεματική ΚατηγορίαMonumentsen
Θεματική ΚατηγορίαModal assurance criterionen
Θεματική ΚατηγορίαPushover analysisen
Θεματική ΚατηγορίαDamage evaluationen
Θεματική ΚατηγορίαPerformance predictionen
Βιβλιογραφική ΑναφοράB. 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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