Damage Assessment of San Francesco Church in Amandola Hit by Central Italy 2016-2017 Seismic Event

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Italy is a high seismic risk country since 1900 more than 30 earthquakes with magnitude greater than Mw=5.8 have occurred, and the last one is the Central Italy seismic sequence. The first shock occurred in the 24 August (Mw=6.2) followed by another stronger quake in the 30th October (Mw=6.5). It hit the regions of Marche, Umbria, and Abruzzo heavily causing many deaths, injuries and extensive damages on the cultural heritage. This paper analyses the church of San Francesco in Amadola, located in the Marche region that has been considered condemned for the severe damages reported after these earthquakes. The church is globally analyzed by the application of nonlinear static analysis on a Finite Element Model where the nonlinearity of masonry is taking into account with a proper constitutive law. The study wants to prove how global analysis combined by the local analysis can reproduce the behavior of this structure during a quake, showing that it can repeat the real damages produced by earthquakes.

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627-633

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August 2019

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[1] G. De Matteis and M. Zizi, Preliminary Analysis on the Effects of 2016 Central Italy Earthquake on One-Nave Churches,, no. September, 2019, p.1268–1279.

DOI: 10.1007/978-3-319-99441-3_136

Google Scholar

[2] G. Milani and M. Valente, Failure analysis of seven masonry churches severely damaged during the 2012 Emilia-Romagna (Italy) earthquake: Non-linear dynamic analyses vs conventional static approaches,, Eng. Fail. Anal., vol. 54, p.13–56, Aug. (2015).

DOI: 10.1016/j.engfailanal.2015.03.016

Google Scholar

[3] A. Formisano, G. Vaiano, F. Fabbrocino, and G. Milani, Seismic vulnerability of Italian masonry churches: The case of the Nativity of Blessed Virgin Mary in Stellata of Bondeno,, J. Build. Eng., vol. 20, p.179–200, Nov. (2018).

DOI: 10.1016/j.jobe.2018.07.017

Google Scholar

[4] F. Clementi, A. Ferrante, E. Giordano, F. Dubois, and S. Lenci, Damage assessment of ancient masonry churches stroked by the Central Italy earthquakes of 2016 by the non-smooth contact dynamics method,, Bull. Earthq. Eng., Apr. (2019).

DOI: 10.1007/s10518-019-00613-4

Google Scholar

[5] A. Ferrante, F. Clementi, and G. Milani, Dynamic Behavior of an Inclined Existing Masonry Tower in Italy,, Front. Built Environ., vol. 5, Mar. (2019).

DOI: 10.3389/fbuil.2019.00033

Google Scholar

[6] G. Formisano, A., Di Feo, P., Grippa, M.R., Florio, L'Aquila earthquake: A survey in the historical centre of Castelvecchio Subequo,, in COST ACTION C26: Urban Habitat Constructions under Catastrophic Events - Proceedings of the Final Conference, 2010, p.371–376.

DOI: 10.1201/b10559-3

Google Scholar

[7] B. Faggiano, A. Marzo, A. Formisano, and F. M. Mazzolani, Innovative steel connections for the retrofit of timber floors in ancient buildings: A numerical investigation,, Comput. Struct., vol. 87, no. 1–2, p.1–13, Jan. (2009).

DOI: 10.1016/j.compstruc.2008.07.005

Google Scholar

[8] A. Formisano, C. Castaldo, and G. Chiumiento, Optimal seismic upgrading of a reinforced concrete school building with metal-based devices using an efficient multi-criteria decision-making method,, Struct. Infrastruct. Eng., vol. 13, no. 11, p.1373–1389, Nov. (2017).

DOI: 10.1080/15732479.2016.1268174

Google Scholar

[9] F. Clementi, V. Gazzani, M. Poiani, P. A. Mezzapelle, and S. Lenci, Seismic Assessment of a Monumental Building through Nonlinear Analyses of a 3D Solid Model,, J. Earthq. Eng., vol. 22, no. sup1, p.35–61, Sep. (2018).

DOI: 10.1080/13632469.2017.1297268

Google Scholar

[10] E. Giordano, F. Clementi, A. Nespeca, and S. Lenci, Damage Assessment by Numerical Modeling of Sant'Agostino's Sanctuary in Offida During the Central Italy 2016–2017 Seismic Sequence,, Front. Built Environ., vol. 4, Jan. (2019).

DOI: 10.3389/fbuil.2018.00087

Google Scholar

[11] F. Clementi, E. Quagliarini, F. Monni, E. Giordano, and S. Lenci, Cultural Heritage and Earthquake: The Case Study of 'Santa Maria Della Carità' in Ascoli Piceno,, Open Civ. Eng. J., vol. 11, no. Suppl-5, M5, p.1079–1105, Dec. (2017).

DOI: 10.2174/1874149501711011079

Google Scholar

[12] E. Quagliarini, G. Maracchini, and F. Clementi, Uses and limits of the Equivalent Frame Model on existing unreinforced masonry buildings for assessing their seismic risk: A review,, J. Build. Eng., vol. 10, p.166–182, Mar. (2017).

DOI: 10.1016/j.jobe.2017.03.004

Google Scholar

[13] P. B. Lourenço, Recent advances in masonry modelling: micromodelling and homogenisation,, in Multiscale Modeling in Solid Mechanics: Computational Approaches, 2009, p.251–294.

DOI: 10.1142/9781848163089_0006

Google Scholar

[14] J. G. Rots, Smeared and discrete representations of localized fracture,, Int. J. Fract., vol. 51, no. 1, p.45–59, (1991).

DOI: 10.1007/bf00020852

Google Scholar

[15] J. G. Rots and R. de Borst, Analysis of Mixed‐Mode Fracture in Concrete,, J. Eng. Mech., vol. 113, no. 11, p.1739–1758, Nov. (1987).

DOI: 10.1061/(asce)0733-9399(1987)113:11(1739)

Google Scholar

[16] F. Clementi, A. Scalbi, and S. Lenci, Seismic performance of precast reinforced concrete buildings with dowel pin connections,, J. Build. Eng., vol. 7, no. 7, p.224–238, Sep. (2016).

DOI: 10.1016/j.jobe.2016.06.013

Google Scholar

[17] P. A. Mezzapelle, A. Scalbi, F. Clementi, and S. Lenci, The Influence of Dowel-Pin Connections on the Seismic Fragility Assessment of RC Precast Industrial Buildings,, Open Civ. Eng. J., vol. 11, no. Suppl-5, M8, p.1138–1157, Dec. (2017).

DOI: 10.2174/1874149501711011138

Google Scholar

[18] M. Betti, L. Galano, and A. Vignoli, Time-History Seismic Analysis of Masonry Buildings: A Comparison between Two Non-Linear Modelling Approaches,, Buildings, vol. 5, no. 2, p.597–621, (2015).

DOI: 10.3390/buildings5020597

Google Scholar

[19] M. Betti, L. Galano, and A. Vignoli, Comparative analysis on the seismic behaviour of unreinforced masonry buildings with flexible diaphragms,, Eng. Struct., vol. 61, p.195–208, (2014).

DOI: 10.1016/j.engstruct.2013.12.038

Google Scholar

[20] M. Valente and G. Milani, Damage assessment and collapse investigation of three historical masonry palaces under seismic actions,, Eng. Fail. Anal., vol. 98, p.10–37, Apr. (2019).

DOI: 10.1016/j.engfailanal.2019.01.066

Google Scholar

[21] Catinari F., Pierdicca A., Clementi F., and Lenci S., Identification and calibration of the structural model of historical masonry building damaged during the 2016 Italian earthquakes: The case study of Palazzo del Podestà in Montelupone,, in 13th International Conference of Computational Methods in Sciences and Engineering - ICCMSE 2017, 2017, p.1–4.

DOI: 10.1063/1.5012370

Google Scholar

[22] A. Pierdicca, F. Clementi, D. Isidori, E. Concettoni, C. Cristalli, and S. Lenci, Numerical model upgrading of a historical masonry palace monitored with a wireless sensor network,, Int. J. Mason. Res. Innov., vol. 1, no. 1, p.74, (2016).

DOI: 10.1504/ijmri.2016.074748

Google Scholar

[23] A. Pierdicca, F. Clementi, D. Maracci, D. Isidori, and S. Lenci, Damage detection in a precast structure subjected to an earthquake: A numerical approach,, Eng. Struct., vol. 127, p.447–458, Nov. (2016).

DOI: 10.1016/j.engstruct.2016.08.058

Google Scholar

[24] F. Clementi, A. Pierdicca, A. Formisano, F. Catinari, and S. Lenci, Numerical model upgrading of a historical masonry building damaged during the 2016 Italian earthquakes: the case study of the Podestà palace in Montelupone (Italy),, J. Civ. Struct. Heal. Monit., vol. 7, no. 5, p.703–717, Nov. (2017).

DOI: 10.1007/s13349-017-0253-4

Google Scholar

[25] F. Clementi, A. Pierdicca, G. Milani, V. Gazzani, M. Poiani, and S. Lenci, Numerical model upgrading of ancient bell towers monitored with a wired sensors network,, in 10th International Masonry Conference (IMC_10), 2018, p.1–11.

DOI: 10.1016/j.prostr.2018.11.040

Google Scholar

[26] A. Formisano, Local- and global-scale seismic analyses of historical masonry compounds in San Pio delle Camere (L'Aquila, Italy),, Nat. Hazards, vol. 86, no. S2, p.465–487, Apr. (2017).

DOI: 10.1007/s11069-016-2694-1

Google Scholar