Assessment and analysis of damage in L’Aquila historic city centre after 6th April 2009

Bulletin of Earthquake Engineering - Tập 9 - Trang 81-104 - 2010
Dina F. D’Ayala1, Sara Paganoni1
1Department of Architecture and Civil Engineering, University of Bath, Bath, UK

Tóm tắt

The paper describes the output of a survey carried out in the district of L’Aquila, Italy, in May 2009 after the April earthquake and later in January 2010, and the consequent vulnerability assessment completed by the authors. Observations collected on site regard masonry buildings of the historic centre of L’Aquila and the towns of Paganica and Onna; particular focus was given to a number of buildings of interest, which better represent two locally recurrent building typologies: the mansion and the common dwelling. A description of the main structural features and their influence on damage mechanism is provided, stressing the importance of elements such as wall lay-out, quality of masonry and strengthening interventions. The gathered information is used as input for the application of the FaMIVE method (D’Ayala and Speranza in Earthq Spectra 19(3):479–509, 2003), whereby feasible collapse mechanisms and the associate failure load factors can be identified. The procedure is briefly outlined and results are discussed from the point of view of the performance point: push-over curves produced by statistical elaboration of FaMIVE’s output are compared both with the demand spectra obtained from EC8 and the response spectrum for the main shock as recorded by the closest station to the town. Conclusions are drawn on the reliability of the FaMIVE method with respect to its capability of predicting the damage mechanism identified on site.

Tài liệu tham khảo

Baggio C, Bernardini A, Colozza R, Corazza L, Della Bella M, Di Pasquale G, Dolce M, Goretti A, Martinelli A, Orsini G, Papa F, Zuccaro G (2000) Manuale di istruzioni per la compilazione della scheda di 1° livello di rilevamento del danno, pronto intervento ed agibilità nell’emergenza post-sismica (AeDES). Dipartimento della Protezione Civile

Bernardini, A (eds) (2000) La vulnerabilità degli edifici: valutazione a scala nazionale della vulnerabilità sismica degli edifici ordinari. CNR-Gruppo Nazionale per la Difesa dai Terremoti, Rome

Bernardini A, Lagomarsino S (2008) The seismic vulnerability of architectural heritage. Proc Inst Civil Eng Struct Build 161(SB4): 171–181

Binda L, Modena C, Casarin E, Lorenzoni F, Cantini L, Munda S (2010) Emergency actions and investigations on cultural heritage after the L’Aquila earthquake: the case of the Spanish Fortress. Bull Earthquake Eng. doi:10.1007/s10518-010-9217-3

Casapulla C, D’Ayala DF (2006) In-plane collapse behaviour of masonry walls with frictional resistance and openings. In: Structural analysis of historical construction V, Nov 2006, Delhi. MacMillan, India

Crowley H, Pinho R, Bommer JJ (2004) A probabilistic displacement-based vulnerability assessment procedure for earthquake loss estimation. Bull Earthq Eng 2(2): 173–219

D’Ayala D (2008) Seismic Vulnerability and Risk Assessment of Cultural Heritage Buildings in Istanbul, Turkey. In: Proceedings of the 14th world conference on earthquake engineering, Beijing October 2008

D’Ayala D (2005) Force and displacement based vulnerability assessment for traditional buildings. Bull Earthq Eng 3(3): 235–265

D’Ayala D, Kansal A (2004) Analysis of the seismic Vulnerability of the architectural Heritage in Buhj, Gujarat, India, IV. Structural analysis of historical construction conference proceedings, pp 1069–1078

D’Ayala D, Spence R, Oliveira C, Pomonis A (1997) Earthquake loss estimation for Europe’s historic town centres. Earthq Spectra 13(4): 773–793

D’Ayala D, Speranza E (2003) Definition of collapse mechanisms and seismic vulnerability of historic masonry buildings. Earthq Spectra 19(3): 479–509

D’Ayala D, Speranza E (2002) An integrated procedure for the assessment of seismic vulnerability of historic buildings. In: Proceedings of 12th European conference of earthquake engineering, Paper Reference 561. Elsevier Science Limited, London

D’Ayala D, Ansal A (2009) Non linear push over assessment of historic buildings in Istanbul to define valnerability functions, in earthquake and tsunami, international conference, Istanbul Turkey 2009

D’Ayala DF, Yeomans D (2004) Assessing the seismic vulnerability of late Ottoman buildings in Istanbul, IV. In: Structural Analysis of Historical Construction Conference Proceedings, pp 1111–1119

Dolsek M, Fajfar P (2004) Simplified non-linear seismic analysis of infilled reinforced concrete frames. Earthq Eng Struct Dyn 34(1): 49–66

ENV (2005) Eurocode 8: Design of structures for earthquake resistance—Part 1-1: General rules—Seismic actions and general requirements for structures. ENV 1998-1, CEN: Brussels

Grunthal G (1998) European Macroseismic Scale 1998. In: Cahiers du Centre Europ. de Géodyn. et de Séismologie, vol 15

Lagomarsino S, Giovinazzi S (2006) Macroseismic and mechanical models for the vulnerability and damage assessment of current buildings. Bull Earthq Eng 4(4): 415–443

Lang K, Bachmann H (2004) On the seismic vulnerability of existing buildings: a case study of the City of Basel. Earthq Spectra 20(1): 43–66

Magenes G (2006) Masonry building design in seismic areas: recent experiences and prospects from a European standpoint. Keynote 9, First European Conference on Earthquake Engineering and Seismology, Geneva, Switzerland, 3–8 September 2006

Ministry for Cultural Heritage and Activities: (2007) Guidelines for evaluation and mitigation of seismic risk to cultural heritage. Gangemi Editor, Rome

OPCM (2003) No. 3274, March 20, 2003. Official Bulletin no. 105, May 10, 2003 (in Italian)

OPCM (2005) No. 3431, May 3, 2005. Official Bulletin no. 107, May 10, 2005 (in Italian). Gazzetta Ufficiale—Serie Generale n. 105 (Suppl. Ordinario n. 72)

Pagnini L, Vicente R, Lagomarsino S, Varum H (2008) A mechanical method for the vulnerability assessment of masonry buildings. In: Proceedings of 14th world conference on earthquake engineering, Beijing, China

Protezione Civile (2006) Scheda per il rilievo del danno ai beni culturali–Palazzi, Mod. B-DP, accessed on http://www.protezionecivile.it/cms/attach/bdp.pdf (viewed 18/03/2010)

Restrepo-Vélez LF (2003) A simplified mechanics-based procedure for the seismic risk assessment of unreinforced masonry buildings. PhD dissertation. ROSE School, University of Pavia, Italy

Spence R, Brun B (2006) The RISK-UE project, Special Issue. Bull Earthquake Eng (2006) 4: 319–463

Spence R (ed) (2007) Earthquake disaster scenario predictions and loss modelling for urban areas. LessLoss Report 2007/07, July 2007, IUSS Press

Spence R, So E, Cultrera G, Ansal A, Pitilakis K, Costa AC, Tonuk G, Argyroudis S, Kakderi K, Sousa ML (2008) Earthquake loss estimation and mitigation in Europe: a review and comparison of alternative approaches. In: 14th world conference on earthquake engineering: innovation practice safety

Stucchi et al (2007) DBMI04, il database delle osservazioni macrosismiche dei terremoti italiani utilizzate per la compilazione del catalogo parametrico CPTI04. http://emidius.mi.ingv.it/DBMI04/. Quaderni di Geofisica, 49, pp.38

Tertulliani A, Arcoraci L, Berardi M, Bernardini F, Camassi R, Castellano C, Del Mese S, Ercolani E, Graziani L, Leschiutta I, Rossi A, Vecchi M (2010) An Application of EMS98 in a medium-sized city: the case of L’Aquila (Central Italy) after the April 6, 2009 Mw 6.3 earthquake. Bull Earthquake Eng. doi:10.1007/s10518-010-9188-4

Tomaževič M, Bosiljkov V, Weiss P (2004) Structural Behaviour Factor for Masonry Structures. In: 13th World conference on earthquake engineering, Vancouver, Canada, paper no. 2642

Thông tin
Thông tin xuất bản

Bulletin of Earthquake Engineering

Tập 9

81-104

Thông tin tác giả