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Structural damage in the cities of Reggiolo and Carpi after the earthquake on May 2012 in Emilia Romagna

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Abstract

This paper addresses the structural damage to the main buildings of the cities of Reggiolo and Carpi after the primary earthquake shocks on May 20th and 29th, 2012, in Emilia Romagna. The damage survey, performed via form-based methods, highlights the different seismic behaviour of several types of buildings, especially those having historical features, and the consequences of the damage in terms of costs. Moreover, an analysis of some failure mechanisms activated in Reggiolo enables the evaluation of the local peak ground acceleration, due to the soil amplification.

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References

  • Andreini M, De Falco A, Sassu M (2012) Damage mechanisms in masonry buildings and peak ground acceleration during the 2009 earthquake in Abruzzo (Italy). In: Proceedings of the SAHC 2012, Wroclaw, PL

  • Andreini M, De Falco A, Giresini L, Sassu M (2014) Mechanical characterization of masonry walls with chaotic texture: procedures and results of in-situ tests. Int J Archit Heritage 8:1–32

    Article  Google Scholar 

  • Arcoraci L, Berardi M, Bernardini F, Brizuela B, Caracciolo CH, Castellano C, Castelli V, Cavaliere A, Del Mese S, Ercolani E, Graziani L, Maramai A, Massucci A, Rossi A, Sbarra M, Tertulliani A, Vecchi M, Vecchi S (2012) Sintesi degli effetti del terremoto del 20 maggio 2012 (Ml=5.9; Mw=5.9) sulle località rilevate dalle squadre di QUEST INGV. http://quest.ingv.it/

  • Baggio C, Bernardini A, Colozza R, Corazza L, Della Bella M, Di Pasquale G, Dolce M, Goretti A, Msrtinelli A, Orsini G, Papa F, Zuccaro G (2007) Field manual for post-earthquake damage and safety assessment and short term countermeasures (AeDES). In: Pinto AV, Taucer F (eds) European Commission—Joint Research Centre—Institute for the Protection and Security of the Citizen, EUR 22868 EN-2007

  • Bernardini A (ed) (1999) Seismic damage to masonry buildings. In: Proceedings of the international workshop on measures of seismic damage to masonry buildings. Monselice, Padua, Italy, 25–26 June 1998, Balkema, Rotterdam

  • Bordoni P, Azzara RM, Cara F, Cogliano R, Cultrera G, Di Giulio G, Fodarella A, Milana G, Pucillo S, Riccio G, Augliera P, Luzi L, Lovati S, Massa M, Pacor F, Puglia R, Ameri G (2012) Preliminary results from EMERSITO, a rapid response network for site-effect studies. Ann Geophys 55(4):599–607

    Google Scholar 

  • Bournas DA, Negro P, Taucer FF (2013) Performance of industrial buildings during the Emilia earthquakes in Northern Italy and recommendations for their strengthening. Bull Earthq Eng (published online: 7 June 2013). doi:10.1007/s10518-013-9466-z

  • Camassi R, Castelli V, Molin D, Bernardini F, Caracciolo CH, Ercolani E, Postpischl L (2011) Materiali per un catalogo dei terremoti Italiani: eventi sconosciuti, rivalutati o riscoperti. Quaderni di Geofisica 96:53–79

    Google Scholar 

  • Carydis P, Castiglioni C, Lekkas E, Kostaki I, Lebesis N, Drei A (2012) The Emilia Romagna May 2012 earthquake sequence. The influence of the vertical earthquake component and related geoscientific and engineering aspects. Ingegneria Sismica XXIX(2–3):31–58

  • Cattari S, Degli Abbati S, Ferretti D, Lagomarsino S, Ottonelli D, Tralli A (2013) Damage assessment of fortresses after the 2012 Emilia earthquake (Italy). Bull Earthq Eng (published online: 29 September 2013). doi:10.1007/s10518-013-9520-x

  • Cosenza E, Manfredi G, Verderame GM (2002) Seismic assessment of gravity load designed r.c. frames: critical issues in structural modelling. J Earthq Eng 6(suppl. 1):101–122

  • De Stefano M, D’Ambrisi A, Tanganelli M, La Brusco A, Vignoli A, Borghini A, Del Monte E, Ortolani B, Sassu M, Andreini M, De Falco A (2012) Seismic risk analysis of public hospitals in Tuscany Region—Italy. In: Proceedings of the 15th WCEE, Lisbona, 24–28 Settembre 2012, Lisboa:15th WCEE art.4829

  • Decanini LD, Gavarini C, Mollaioli F (1995) Proposta di definizione delle relazioni fra intensità macrosimica e parametri del moto del suolo. In: Proceedings XI ANIDIS Meeting “L’ingegneria Sismica in Italia”, Siena, vol 1, pp 63–72, 25–28 Settembre

  • Decanini LD, Liberatore D, Liberatore L, Sorrentino L (2012a) Preliminary Report on the 2012, May 20, Emilia earthquake, v. 1. http://www.eqclearinghouse.org/2012-05-20-italy-it/

  • Decanini LD, Liberatore L, Mollaioli F (2012b) Damage potential of the 2009 l’Aquila, Italy, earthquake. J Earthq Tsunami 6(3)

  • Doglioni F, Moretti A, Petrini V (1994) Le Chiese e i terremoti, Ed. Lint, Trieste

  • Dolce, M (1988) Basic ideas for a unified vulnerability/damage inspection form. EAEE/WG3 meeting, Ossiach, Austria, September 26, 1988. Annex to the 4th Circular of EAEE/WG3

  • Elenas A (2000) Correlation between seismic acceleration parameters and overall structural damage indices of buildings. Soil Dyn Earthq Eng 20:93–100

    Article  Google Scholar 

  • Fabbrocino G, Verderame G, Manfredi G, Cosenza E (2004) Structural models of critical regions in old-type r.c. frames with smooth rebars. Eng Struct 26(14):2137–2148

  • Ferrini M, Signorini N, De Pasquale G, Papini F, Prestifilippo V, Tonelli A, Tovazzi L (2004) Survey activity carried on concrete public buildings in seismic areas—vulnerability and diagnostic. In: Proceedings of the XI ANIDIS meeting “L’ingegneria Sismica in Italia”, Genova, 2004

  • Ferrini M, Signorini N, Pelliccia P, Pistola F, Prestifilippo V, Sabia G (2008) Risultati delle campagne d’indagine svolte dalla Regione Toscana per la valutazione della resistenza del calcestruzzo di edifici esistenti in cemento armato. In: Cosenza E, Manfredi G, Monti G (eds) Proceedings of the RELUIS, 29–30 May 2008, Polimetrica Ed. Monza

  • Galli P, Castenetto S, Peronace E (2012) The MCS macroseismic survey of the Emilia 2012 earthquakes. Ann Geophys 55(4):663–672

    Google Scholar 

  • Goretti A, Di Pasquale G (2004) Building inspection and damage data for the 2002 Molise, Italy, earthquake. Earthq Spectra 20(1):167–190

    Article  Google Scholar 

  • Gorini A, Nicoletti M, Marsan P, Bianconi R, DeNardis R, Filippi L, Marcucci S, Palma F, Zambonelli E (2010) The Italian strong motion network. Bull Earth Eng 8:1075–1090

    Article  Google Scholar 

  • Grünthal G (1998) European Macroseismic Scale 1998 (EMS-98), Cahiers du Centre Europ. de Géodyn. et de Séismlogie. 15: 1–99, Luxembourg

  • Gucci N, Barsotti R (1995) A non-destructive technique for the determination of mortar load capacity in situ. Mater Struct 28:276–283

  • Gucci N, Sassu M, Rossi PP, Pulcini A. (1995) Comparison of non destructive in situ techniques for vertical load strength assessment in masonry walls. In: Architectural studies, materials and analysis—structural studies of historical buildings IV, vol 2. Computational Mechanics Publications, Southampton, pp 349–356

  • Gucci N, Cei C, De Falco A, Sassu M (2006) Un’esperienza applicativa sull’uso del penetrometro PNT-G nelle costruzioni in muratura: l’edificio TREMA per caratterizzazioni sismiche nel laboratorio ENEA—Casaccia. TREREM project at ENEA Casaccia (2006) resp. M. Dolce, report UNIPI 04–2006, RELUIS project 2005–2008. www.reluis.it

  • INGV (2012) Comunicato: aggiornamento del 29/05/2012 ore 08:14 UTC-terremoto in Emilia. ftp://ftp.ingv.it/pro/terrasol/emilia/

  • Ioannou I, Borg R, Novelli V, Melo J, Alexander D, Kongar I, Verrucci E, Cahill B, Rossetto T (2012) The 29th May 2012 Emilia Romagna Earthquake EPICentre Field Observation Report No. EPI-FO-290512. UCL EPICentre

  • Lagomarsino S, Podestà S (2004a) Seismic vulnerability of ancient Churches: I. Damage assessment and emergency planning. Earthq Spectra 20(2):377–394

  • Lagomarsino S. and Podestà S. (2004b) Seismic vulnerability of ancient churches: II. Statistical analysis of surveyed data and methods for risk analysis. Earthq Spectra 20(2):395–412

  • Liberatore L, Sorrentino L, Liberatore D, Decanini LD (2013) Failure of industrial structures induced by the Emilia (Italy) 2012 earthquakes. Eng Fail Anal 34:629–647

    Article  Google Scholar 

  • Magliulo G (ed) (2012) Guide lines for local and global interventions on one storey industrial constructions designed without seismic regulations, Dept Civil Protection rel. 2–5, 19. June 2012

  • Manfredi G, Prota A, Verderame G M, De Luca F, Ricci P (2013) 2012 Emilia earthquake, Italy: reinforced concrete buildings response. Bull Earthq Eng (published online 25 September 2013). doi:10.1007/s10518-013-9512-x

  • Masi A, Chiauzzi L, Braga F, Mucciarelli M, Vona M, Ditommaso R (2011) Peak and integral seismic parameters of L’Aquila 2009 ground motions: observed versus code provision values. Bull Earthq Eng 9:139–156

    Article  Google Scholar 

  • Massa M, Lovati S, Marzorati S, Augliera P (2011) Seismic ground motion amplifications estimated by means of spectral ratio techniques: examples for different geological and morphological settings. In: Dar IA Dr (ed) Earth environmental sciences, ISBN: 978-953-307-468-9, InTech. http://www.intechopen.com/books/earth-and-environmental-sciences/seismic-ground-motion-amplificationsestimated-by-means-of-spectral-ratio-techniques-examples-for-di

  • Meletti C, Montaldo V (2007) Stime di pericolosità sismica per diverse probabilità di superamento in 50 anni: valori di \(\text{ a }_{g}\). Progetto DPC-INGV S1, Deliverable D2. http://esse1.mi.ingv.it/d2.html

  • Mirandola Earthquake Working Group (DPC, UniChieti, Uni Trieste, Regione Umbria) (2012) Report 2. http://www.protezionecivile.gov.it/jcms/it/ran.wp

  • NTC2008 (Decreto del Ministro delle Infrastrutture e dei Trasporti) (2008) Approvazione delle nuove norme tecniche per le costruzioni. Gazzetta Ufficiale della Repubblica Italiana, n. 29 del 4 febbraio 2008, Supplemento Ordinario n. 30

  • Ori AM (2008) Il Campo di Fossoli—Da campo di prigionia e deportazione a luogo di memoria 1942–2004. APM Ed., Carpi (MO)

  • Ortolani M (1953) La casa rurale nella pianura emiliana. Centro di studi per la geografia etnologica, Firenze

    Google Scholar 

  • Paolini S, Martini G, Carpani B, Forni M, Bongiovanni G, Clemente P, Rinaldis D, Verrubbi V (2012) The May 2012 seismic sequence in Pianura Padana Emiliana: hazard, historical seismicity and preliminary analysis of accelerometric records. Energia, Ambiente e Innovazione Parte II 4–5:6–22

    Google Scholar 

  • PCM-DPC-MiBAC (2006) Damage survey form for the cultural heritage–palaces and churches (adopted by the Department of Civil Protection), G.U. no. 55 07/03/2006, D.P.C.M. 23/02/2006 (in Italian)

  • Penna A, Morandi P, Rota M, Manzini C F, da Porto F, Magenes G (2013) Performance of masonry buildings during the Emilia 2012 earthquake. Bull Earthq Eng (published online: 28 August 2013). doi:10.1007/s10518-013-9496-6

  • RILEM TC 177-MDT (2004) D.1. Indirect determination of the surface strength of unweathered hydraulic cement mortar by the drill energy method. In: Materials and structures/Matériaux et constructions, vol 37, pp 485–487

  • Rossi M, Svalduz E (eds) (2008) Il Palazzo dei Pio a Carpi, Marsilio Ed., Venezia

  • Sabetta F, Pugliese A (1987) Attenuation of peak horizontal acceleration and velocity from Italian strong-motion records. Bull Seismol Soc Am 77:1491–1513

    Google Scholar 

  • Sassu M, De Falco A, Cei C (2008) Un’esperienza applicativa sull’uso del penetrometro PNT-G nelle costruzioni in muratura: gli edifici in scala al vero per caratterizzazioni sismiche nel laboratorio EUCENTRE a Pavia. TREESLAB project at EUCENTRE (2008) resp. G. Magenes, report UNIPI 03-2008 M. Sassu et al., RELUIS project 2005–2008. www.reluis.it

  • Sorrentino L, Liberatore L, Liberatore D, Masiani R (2013a) The behaviour of vernacular buildings in the 2012 Emilia earthquakes. Bull Earthq Eng (published online: 27 April 2013). doi:10.1007/s10518-013-9455-2

  • Sorrentino L, Liberatore L, Decanini L D, Liberatore D (2013b) The performance of churches in the 2012 Emilia earthquakes. Bull Earthq Eng (published online: 19 September 2013). doi:10.1007/s10518-013-9519-3

  • SSN/GNDT (1998) Manual for the COM management, Release 1.5 (in Italian)

  • Tertulliani A, Arcoraci L, Berardi M, Bernardini F, Brizuela B, Castellano C, Del Mese S, Ercolani E, Graziani L, Maramai A, Rossi A, Sbarra M, Vecchi M (2012) The Emilia 2012 sequence: a macroseismic survey. Ann Geophys 55(4):679–687

  • Zarri G (2003) Le Clarisse in Carpi, Cinque secoli di Storia, Diabasis Ed., Reggio Emilia

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Acknowledgments

The authors acknowledge the Italian Civil Defense, through the RELUIS Consortium, Project—Line AT1-Task 1.1 (2010–2013), the government of the Tuscany Region and the municipalities of Reggiolo and Carpi, for their helpful support.

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Correspondence to Mauro Sassu.

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Andreini, M., De Falco, A., Giresini, L. et al. Structural damage in the cities of Reggiolo and Carpi after the earthquake on May 2012 in Emilia Romagna. Bull Earthquake Eng 12, 2445–2480 (2014). https://doi.org/10.1007/s10518-014-9660-7

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