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L’Aquila 6th April 2009 Earthquake: Emergency and Post-emergency Activities on Cultural Heritage Buildings

  • Claudio ModenaEmail author
  • Filippo Casarin
  • Francesca da Porto
  • Marco Munari
Chapter
Part of the Geotechnical, Geological, and Earthquake Engineering book series (GGEE, volume 17)

Abstract

The earthquake that struck the Abruzzo region on 6th April 2009 at 3:32 a.m., had its epicentre in the capital of the region, L’Aquila, and seriously affected a wide area around the city, where many historic towns and villages are found. Due to the strategic importance of L’Aquila, a strong and organized civil protection action was necessary to face the emergency. In addition, the structural damage on historic buildings and centres was enormous. Therefore, it was necessary to carry out specific actions aimed at the safeguard of this heritage. These can be shortly listed as: set up of the organizational and decisional structure, damage surveys, temporary interventions to provide the minimum safety conditions, set up of a monitoring plan for some important monuments, set up of a methodology to intervene on complex and connected buildings in the historic centres, definition of adequate materials and techniques to intervene on the damaged buildings.

Keywords

Seismic Event Provisional Intervention Masonry Wall Masonry Building Historic Building 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

Notes

Acknowledgments

The authors wish to thank all the researchers, collaborators, Ph.D. candidates and students for their significant help during the activities in L’Aquila. The activity was supported by ReLUIS.

References

  1. Aoki T, Mazzon N, Valluzzi M, Casarin F, Modena C (2010) Dynamic identification and damage detection of multi-leaf stone masonry building by shaking table test. ASCE J Struct Eng 56Google Scholar
  2. Artioli G, Casarin F, da Porto F, Mazzoli C, Secco M, Valluzzi MR (2010) Restoration of historic masonry structures damaged by the 2009 Abruzzo earthquake through cement- and polymer-free injection grouts. In: Proceedings of the 2nd Historic Mortars Conference (HCM 2010), Prague, Czech RepublicGoogle Scholar
  3. Barbieri A, Borri A, Corradi M, Di Tommaso A (2002) Dynamic behaviour of masonry vaults repaired with FRP: experimental analysis. In: Proceedings of the 6th International Masonry Conference, LondonGoogle Scholar
  4. Bellizzi M (2000) Le opere provvisionali nellemergenza sismica. Civil Protection Agency – National Seismic Service, RomaGoogle Scholar
  5. Bellizzi M, Colozza R, Dolce M (2001) Le opere provvisionali nellemergenza sismica. In: Proceedings of the 10th conference ANIDIS lingegneria sismica in Italia, Potenza-Matera, ItalyGoogle Scholar
  6. Binda L, Baronio G, Gambarotta L, Lagomarsino S, Modena C (1999) Masonry constructions in seismic areas of central Italy: a multi-level approach to conservation, In: Proceedings of the 8th North American masonry conference (8NAMC), Austin, USA, pp 44–55Google Scholar
  7. Borri A, Casadei P, Castori G, Ebaugh S (2007) Research on composite strengthening of masonry arches. In: Proceedings of the 8th FRPRCS, Patras, GreeceGoogle Scholar
  8. Calderini C, Lagomarsino S, Podestà S, Lemme A (2004) La messa in sicurezza degli edifici monumentali. In: Proceedings of the 11th conference ANIDIS lingegneria sismica in Italia, Genova, ItalyGoogle Scholar
  9. Casarin F, Dalla Benetta M, da Porto F, Valluzzi MR, Modena C (2010a) Masonry panels strengthened by grout injections after the 2009 Abruzzo earthquake. In: Proceedings of the 14th European conference on earthquake engineering (14ECEE), Ohrid, Republic of MacedoniaGoogle Scholar
  10. Casarin F, da Porto F, Modena C (2010b) Structural monitoring of damaged cultural heritage buildings after the April 2009. Abruzzo earthquake. In: Proceedings of the 3rd international workshop on conservation of heritage structures using FRM and SHM, CanadaGoogle Scholar
  11. Circolare n. 617 02/02/2009. Istruzioni per l’applicazione delle “Norme tecniche per le costruzioni” di cui al DM 14/01/2008 – in ItalianGoogle Scholar
  12. Corradi M, Speranzini E, Borri A, Vignoli A (2006) In-plane shear reinforcement of wood beam floors with FRP. Elsevier Composites: Part B, 37:310–319CrossRefGoogle Scholar
  13. Costa CQM (2009) Seismic vulnerabilty of historical structures. Damage state of the Abruzzo churches, in the sequence of the 2009 earthquake. MSc thesis, University of PadovaGoogle Scholar
  14. D’Ayala D (1998) The use of bed joint reinforcement to improve the performance of historic masonry buildings. In: Proceedings of the 5th international masonry conference, LondonGoogle Scholar
  15. D.M. (14/01/2008) Ministerial Decree: NTC 2008 – Norme tecniche per le costruzioni, Roma, ItalyGoogle Scholar
  16. Doglioni F, Moretti A, Petrini V (1994) Le chiese e il terremoto. LINT Ed, TriesteGoogle Scholar
  17. Dolce M, Liberatore D, Moroni C, Perillo G, Spera G, Cacosso A (2002) OPUS: Manuale delle Opere Provvisionali Urgenti Post-Sisma (http://postterremoto.altervista.org/index.php)
  18. Giuffré A (1991) Letture sulla meccanica delle murature storiche. Kappa Ed, RomaGoogle Scholar
  19. Giuffré A (1993) Sicurezza e conservazione dei centri storici: Il caso Ortigia. Laterza Ed, BariGoogle Scholar
  20. Giuffré A, Carocci C (1999) Codice di pratica per la sicurezza e la conservazione del centro storico di Palermo. Laterza Ed, BariGoogle Scholar
  21. Guidelines for evaluation and mitigation of seismic risk to cultural heritage with reference to technical construction regulations (12/10/2007) Prime Minister Directive, Ministry for Cultural Heritage and Activities, Department of Civil Protection AgencyGoogle Scholar
  22. Lagomarsino S, Maggiolo L, Podestà S (2001) Vulnerabilità sismica delle chiese: proposta di una metodologia integrata per il rilievo, la prevenzione ed il rilievo del danno in emergenza. In: Proceedings of the 10th conference ANIDIS lingegneria sismica in Italia, Potenza-Matera, ItalyGoogle Scholar
  23. Liberatore D, Mattera M, Perillo G (2009) Opere provvisionali post-sisma per edifici in muratura. In: Proceedings of the 13th conference ANIDIS lingegneria sismica in Italia, Bologna, ItalyGoogle Scholar
  24. Model A-DC PCM-DPC MiBAC (2006) Scheda per il rilievo del danno ai beni culturali – Chiese, http://www.protezionecivile.it
  25. Model B-DP PCM-DPC MiBAC (2006) – Scheda per il rilievo del danno ai beni culturali – Palazzi, http://www.protezionecivile.it
  26. Modena C, Binda L (2009) Protection of the cultural heritage in the post-earthquake emergency. Progettazione Sismica 1(3):107–115Google Scholar
  27. Modena C, Casarin F, da Porto F, Garbin E, Mazzon N, Munari M, Panizza M, Valluzzi MR (2009) Structural interventions on historical hasonry buildings: review of eurocode 8 provisions in the Light of the Italian experience. In: Proceedings of the workshop: quali prospettive per l’Eurocodice 8 alla luce delle esperienze Italiane, Napoli, ItalyGoogle Scholar
  28. Modena C, Pineschi F, Valluzzi MR (2000) Valutazione della vulnerabilità sismica di alcune classi di strutture esistenti. Sviluppo e valutazione di metodi di rinforzo, CNR – GNDT, RomaGoogle Scholar
  29. Modena C, Valluzzi MR, da Porto F, Casarin F, Munari M, Mazzon N, Panizza M (2008) Assessment and improvement of the seismic safety of historic constructions: research and applications in Italy. In: Proceedings of the I congreso Iberoamericano sobre construcciones históricas y estructuras de mampostería, Bucaramanga, ColombiaGoogle Scholar
  30. NCP – Nucleo di Coordinamento per le Opere Provvisionali (2009) Vademecum STOP: Schede tecniche delle opere provvisionali per la messa in sicurezza post-sisma da parte dei Vigili del Fuoco – release 2.2Google Scholar
  31. Oliveira DV, Lourenço PB (2004) Repair of stone masonry arch bridges. In: Proceedings of the arch bridges 04, Barcelona, Spain, pp 451–458Google Scholar
  32. OPCM 3431 (03/05/2005) Ordinance of the Prime Minister. Further changes and upgrade to the OPCM 3274/2003Google Scholar
  33. OPCM 3820 (12/11/2009) and OPCM (3832 22/12/2009) Ordinances of the prime minister: interventi urgenti diretti a fronteggiare gli eventi sismici verificatisi nella regione Abruzzo il giorno 6 Aprile 2009Google Scholar
  34. Parisi MA, Piazza M (2002) Traditional timber joints in seismic areas: cyclic behaviour, numerical modelling, normative requirements. Eur Earthquake Eng 1:40–49Google Scholar
  35. Piazza M, Candelpergher L (2001) Mechanics of traditional connections with metal devices in timber roof structures. In: Proceedings of the 7th international conference STREMAH, Bologna, Italy, pp 415–424Google Scholar
  36. ReLUIS (2009) Linee guida per la riparazione e il rafforzamento di elementi strutturali, tamponature e partizioni. Guidelines drafted by ReLUIS, August 2009Google Scholar
  37. ReLUIS (2010a) Modalità di indagine sulle strutture e sui terreni per i progetti di riparazione/miglioramento/ricostruzione di edifici inagibili. Guidelines drafted by ReLUIS, March 2010Google Scholar
  38. ReLUIS (2010b) Linee guida per il rilievo, l’analisi ed il progetto di interventi di riparazione e rafforzamento/miglioramento di edifici in aggregato. First Draft. Guidelines drafted by ReLUIS, March 2010Google Scholar
  39. Tomaževič M, Weiss P, Velechovsky T (1991) The influence of rigidity of floors on the seismic behaviour of old stone-masonry buildings. Eur Earthquake Eng 5(3):28–41Google Scholar
  40. Tomaževič M, Lutman M (1996) Seismic behaviour of masonry walls: modelling of hysteretic rules. ASCE J Struct Eng 122(9):1048–1054CrossRefGoogle Scholar
  41. Tomaževič M, Weiss P (1994) Seismic behaviour of plain and reinforced masonry buildings. ASCE J Struct Eng 120(2):323–338CrossRefGoogle Scholar
  42. Valluzzi MR (2007) On the vulnerability of historical masonry structures: analysis and mitigation. RILEM Mater Struct 40:723–743CrossRefGoogle Scholar
  43. Valluzzi MR (2008) Strengthening of masonry structures with fibre reinforced plastics: from modern conception to historical building preservation. In: Proceedings of the 6th international conference on structural analysis of historical constructions – SAHC08, BathGoogle Scholar
  44. Valluzzi MR, Binda L, Modena C (2005) Mechanical behaviour of historic masonry structures strengthened by bed joints structural repointing. Elsevier Constr Building Mater 19:63–73CrossRefGoogle Scholar
  45. Valluzzi MR, da Porto F, Modena C (2004) Behavior and modeling of strengthened three-leaf stone masonry walls. RILEM Mater Struct 37(267):184–192CrossRefGoogle Scholar
  46. Valluzzi MR, Garbin E, Dalla Benetta M, Modena C (2008) Experimental assessment and modelling of in-plane behavior of timber floors. In: Proceedings of the 6th international conference on structural analysis of historical constructions – SAHC08, BathGoogle Scholar
  47. Valluzzi MR, Valdemarca M, Modena C (2001) Behaviour of brick masonry vaults strengthened by FRP laminates. ASCE Int J Compos Constr 5(3):163–169CrossRefGoogle Scholar
  48. Vintzileou E, Tassios TP (1995) Three leaf stone masonry strengthened by injecting cement grouts. ASCE J Struct Eng 121:848–856CrossRefGoogle Scholar
  49. VV.AA (2007) Beni Culturali in Umbria: dall’emergenza sismica alla ricostruzione. Commissario Delegato per i Beni Culturali, Ufficio del Vice Commissario, BetaGammaGoogle Scholar

Copyright information

© Springer Science+Business Media B.V. 2010

Authors and Affiliations

  • Claudio Modena
    • 1
    Email author
  • Filippo Casarin
    • 1
  • Francesca da Porto
    • 1
  • Marco Munari
    • 1
  1. 1.Department of Structural and Transportation EngineeringUniversity of PadovaPadovaItaly

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