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M. Schiavoni¹, E. Giordano¹, A. Ferrante², F. Clementi¹ and S. Lenci¹

¹Dept. of Civil and Building Engineering, and Architecture, Polytechnic University of Marche, Ancona, Italy
²Laboratoire de Mécanique et Génie Civil (LMGC), CNRS, University of Montpellier, Montpellier, France

doi:10.4203/ccc.3.8.2

M. Schiavoni, E. Giordano, A. Ferrante, F. Clementi, S. Lenci, "Damage assessment of different Churches in Central Italy", in B.H.V. Topping, J. Kruis, (Editors), "Proceedings of the Fourteenth International Conference on Computational Structures Technology", Civil-Comp Press, Edinburgh, UK, Online volume: CCC 3, Paper 8.2, 2022, doi:10.4203/ccc.3.8.2

Keywords: central Italy earthquakes, masonry churches, finite element model, linear dynamic analysis, total strain crack model, non-linear static analysis.

Abstract

The present work shows the seismic vulnerability analysis of three churches located in Camerino, a village that has reported extensive damages, especially to the monumental historical buildings, after the Central Italy Earthquakes. The churches were studied with local and global analysis, these last were performed using accurate 3D Finite Element Models where the post-elastic behaviour of masonry was considered by Total Strain Crack Model. The study showed as the use of non-linear static analysis is able to reproduce with good approximation the cracks provoke by the quakes.

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Front Page Browse CCC CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Conferences ISSN 2753-3239 CCC: 3 PROCEEDINGS OF THE FOURTEENTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by: B.H.V. Topping and J. Kruis Paper 8.2 Damage assessment of different Churches in Central Italy M. Schiavoni¹, E. Giordano¹, A. Ferrante², F. Clementi¹ and S. Lenci¹ ¹Dept. of Civil and Building Engineering, and Architecture, Polytechnic University of Marche, Ancona, Italy ²Laboratoire de Mécanique et Génie Civil (LMGC), CNRS, University of Montpellier, Montpellier, France doi:10.4203/ccc.3.8.2 Full Bibliographic Reference for this paper M. Schiavoni, E. Giordano, A. Ferrante, F. Clementi, S. Lenci, "Damage assessment of different Churches in Central Italy", in B.H.V. Topping, J. Kruis, (Editors), "Proceedings of the Fourteenth International Conference on Computational Structures Technology", Civil-Comp Press, Edinburgh, UK, Online volume: CCC 3, Paper 8.2, 2022, doi:10.4203/ccc.3.8.2 Keywords: central Italy earthquakes, masonry churches, finite element model, linear dynamic analysis, total strain crack model, non-linear static analysis. Abstract The present work shows the seismic vulnerability analysis of three churches located in Camerino, a village that has reported extensive damages, especially to the monumental historical buildings, after the Central Italy Earthquakes. The churches were studied with local and global analysis, these last were performed using accurate 3D Finite Element Models where the post-elastic behaviour of masonry was considered by Total Strain Crack Model. The study showed as the use of non-linear static analysis is able to reproduce with good approximation the cracks provoke by the quakes. download the full-text of this paper (PDF, 7 pages, 468 Kb) go to the previous paper go to the next paper return to the table of contents return to the volume description
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