Version 1
: Received: 1 March 2024 / Approved: 1 March 2024 / Online: 4 March 2024 (08:57:11 CET)
How to cite:
Stavroulaki, M.E.; Liofagos, I.(.; Darmarakis, P. Structural Behaviour and Strength Evaluation of a Venetian Church through Finite Element Analysis. Preprints2024, 2024030067. https://doi.org/10.20944/preprints202403.0067.v1
Stavroulaki, M.E.; Liofagos, I.(.; Darmarakis, P. Structural Behaviour and Strength Evaluation of a Venetian Church through Finite Element Analysis. Preprints 2024, 2024030067. https://doi.org/10.20944/preprints202403.0067.v1
Stavroulaki, M.E.; Liofagos, I.(.; Darmarakis, P. Structural Behaviour and Strength Evaluation of a Venetian Church through Finite Element Analysis. Preprints2024, 2024030067. https://doi.org/10.20944/preprints202403.0067.v1
APA Style
Stavroulaki, M.E., Liofagos, I.(., & Darmarakis, P. (2024). Structural Behaviour and Strength Evaluation of a Venetian Church through Finite Element Analysis. Preprints. https://doi.org/10.20944/preprints202403.0067.v1
Chicago/Turabian Style
Stavroulaki, M.E., Ioannis (Yannos) Liofagos and Panagiotis Darmarakis. 2024 "Structural Behaviour and Strength Evaluation of a Venetian Church through Finite Element Analysis" Preprints. https://doi.org/10.20944/preprints202403.0067.v1
Abstract
Evaluation of structural behaviour of a masonry Venetian Church with pointed vault, is presented in this paper through an analysis following the neccessary steps of a monument study. Having a detailed geometric model and the material estimation, the finite element method was used in order the influence of specific structural parts of the structure like masonry butresses and walls connections to the structural behaviour are examined. The comparison of the eigenfrequencies which are estimated by in situ measurements and finite element modal analysis is used to model identification. The response spectrum analysis, the static analysis for subsidence of some parts and the transient analysis of a specific seismic excitation are used to evaluation of the church strength. Comparison of modal analysis results with the structural pathology is helpful to this research about the structural behaviour of the church.
Keywords
Finite Element Analysis; Dynamic Analysis; Earthquake Analysis; Unreinforced Masonry; Architectural survey, Masonry Vaults, Venetian church
Subject
Engineering, Civil Engineering
Copyright:
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
