[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