Abstract
An assessment of damage and seismic fragility of historical unreinforced masonry churches located in Chile’s central valley was carried out employing the results of a field survey of 106 ancient churches, after the 2010 Maule earthquake. The observed damage was correlated with recurrent failure mechanisms of unreinforced masonry structures, by taking into account 22 local mechanisms involving macro-elements on these churches. The average damage level suffered by each church was computed considering the global and local behaviors of the structures through a damage index computed as a weighted mean of the levels of damage observed for each mechanism. The results of this damage index method are used to obtain Probability Mass Functions and suitable probabilistic tools are used to propose Empirical Fragility Curves (EFCs) for these structures. The EFCs are directly usable by stakeholders involved in risk assessment aimed to the prioritization of possible future damage mitigation strategies and other decision making processes relative to this historical heritage.
Similar content being viewed by others
References
Astroza M, Cabezas F, Moroni M, Massone L, Ruiz S, Parra E, Cordero F, Mottadelli A (2010) Intensidades sísmicas en el área de Daños del Terremoto del 27 de Febrero de 2010. Departamento de Ingeniería Civil, Universidad de Chile, Chile, Santiago
Augusti G, Ciampoli M, Zanobi S (2002) Bounds to the probability of collapse of monumental buildings. Struct Saf 24(2–4):89–105
Bahamondez P, Muñoz GE, Morales AM (2012) Patrimonio religioso en Chile: su valoración un proceso en desarrollo. Conserva: Revista del Centro Nacional de Conservación y Restauración 17:13–24.
Basaglia A, Aprile A, Spacone E, Pilla F (2018) Performance-based seismic risk assessment of urban systems. Int J Archit Herit 12(7–8):1131–1149
Bergami AV, Nuti C (2013) A design procedure of dissipative braces for seismic upgrading structures. Earthq Struct 4:85–108. https://doi.org/10.12989/eas.2013.4.1.085
Boroschek R, Soto P, Leon R (2010a) Red Local de Registros Edificio Camara Chilena de la Construccion. Universidad de Chile, Facultad de Ciencias Fisicas y Matermaticas, Departamento de Ingegneria Civil, Informe Renadic 10/03 Rev. 2.
Boroschek R, Soto P, Leon R (2010b) Registros del Terremoto del Maule Mw = 8.8 27 de Febrero de 2010, Universidad de Chile, Facultad de Ciencias Fisicas y Matermaticas, Departamento de Ingegneria Civil, Informe Renadic 10/05 Rev. 2 (in Spanish).
Boroschek R, Contreras V, Kwak DY, Stewart JP (2012) Strong Ground Motion Attributes of the 2010 M w 8.8 Maule, Chile. Earthq Earthq Spectra 28(S1):S19–S38.
Braga F, Dolce M, Liberatore D (1982). A statistical study on damaged buildings and ensuing review of the MSK-76 scale. In: Proceedings of 7th European conference on earthquake engineering, Athens, September
Braga F, Gigliotti R, Monti G, Morelli F, Nuti C, Salvatore W, Vanzi I (2015) Post-seismic assessment of existing constructions: Evaluation of the shake maps for identifying exclusion zones in Emilia. Earthq Struct 8(1):37–56. https://doi.org/10.12989/eas.2015.8.1.037
Brando G, De Matteis G, Spacone E (2017) Predictive model for the seismic vulnerability assessment of small historic centres: application to the inner Abruzzi Region in Italy. Eng Struct 153:81–96
Calvi GM, Pinho R, Magenes G, Bommer JJ, Restrepo-Veléz LF, Crowley H (2006). The development of seismic vulnerability assessment methodologies for variable geographical scales over the past 30 years. ISET J Earthq Technol 43(3):75–104; Paper No. 472.
Cancino C (2010) Damage assessment of historic earthen sites after the 2007 earthquake in Peru. Adv Mater Res 133–134:665–670
Cancino C, Farneth S, Garnier P, Neumann JV, Webster FD (2009) Damage Assessment of historic earthen buildings after the August 15, 2007 Pisco Earthquake. Peru, The Getty Conservation Institute, LA, Los Angeles
Cara S, Aprile A, Pelà L, Roca P (2018) Seismic Risk Assessment and Mitigation at Emergency Limit Condition of Historical Buildings along Strategic Urban Roadways. Application to the “Antiga Esquerra de L’Eixample” Neighborhood of Barcelona. Int J Archit Herit 12(7–8):1055–1075
Colombi M, Borzi B, Crowley H, Onida M, Meroni F, Pinho R (2008) Deriving vulnerability curves using Italian earthquake damage data. Bull Earthq Eng 6(3):485–504
Conferencia Episcopal de Chile (2010) Magnitud de los Daños en Templos y Otros Recintos Católicos, No. 11535. https://www.iglesia.cl/breves_new/archivos/20100325_catastro.pdf (in Spanish).
Da Porto F, Quelhas Da Silva B, Lorenzoni F, Girardella P, Valluzzi MR (2010) New integrated knowledge based approaches to the protection of cultural heritage from earthquake-induced risk. In 4th structural engineers world congress. At Villa Erba, Como.
D'Ayala D, Benzoni G (2012) Historic and traditional structures during the 2010 Chile Earthquake: Observations, codes, and conservation strategies. Earthq Spectra 28–1:425–S451
De Matteis G, Criber E, Brando G (2016) Damage probability matrices for three-nave Masonry Churches in Abruzzi after the 2009 L’Aquila Earthquake. Int J Archit Herit 10(2–3):120–145
De Matteis G, Zizi M (2019) Seismic damage prediction of Masonry Churches by a PGA-based approach. Int J Archit Herit 13(7):1165–1179
Decanini L, Liberatore D, Liberatore L, Magenes G, Penna A, Sorrentino L (2012) Report on the Maule (Chile) Febrary 27th, 2010 eartquake. IUSS Press, Pavia
Di Pasquale G, Orsini G, Romeo RW (2005) New Developments in Seismic Risk Assessment in Italy. Bull Earthq Eng 3:101–128
Doglioni F (2000) Codice di Pratica (Linee Guida) per la progettazione degli interventi di riparazione, miglioramento sismico e restauro dei beni architettonici danneggiati dal terremoto umbro marchigiano del 1997. Bollettino Ufficiale Regione Marche (15).
Dolce M, Kappos A, Masi A, Penelis G, Vona M (2006) Vulnerability assessment and earthquake damage scenarios of the building stock of Potenza (Southern Italy) using Italian and Greek methodologies. Eng Struct 28(3):357–371
Fonseca FC, D’Ayala D (2012) Seismic assessment and retrofitting of Peruvian earthen churches by means of numerical modelling. In: Proceedings of 15th world conference on earthquake engineering-15WCEE, Lisbon
GG.U. no. 47. (2011), February 26. (suppl. ord. no. 54). Directive of the Prime Minister dated on 9/02/2011, Assessment and mitigation of seismic risk of cultural heritage with reference to the Technical Code for the design of constructions, issued by D.M. 14/1/2008 (in Italian). Ministry of Public Building and Works, Rome, Italy
Giuffré A (1989) La meccanica nell'architettura: la statica. La Nuova Italia Scientifica, Rome
Giuffré A (1991) Lettura sulla meccanica delle murature storiche. Kappa, Rome
Grünthal G (1998) European macroseismic scale 1998. (EMS-98) European Seismological Commission, subcommission on Engineering Seismology, Working Group Macroseismic Scales, vol 15. Conseil de l’Europe, Cahiers du Centre Européen de Géodynamique et de Séismologie, Luxembourg, 99 pp
Indirli M, Razafindrakoto H, Romanelli F, Puglisi C, Lanzoni L, Milani E, Munari M, Apablaza S (2011) Hazard evaluation in Valparaiso: the MAR VASTO project. Pure Appl Geophys 168(3–4):543–582
Indirli M, Valpreda E, Panza G, Romanelli F, Lanzoni L, Teston S, Rossi G (2006) Natural multi-hazard and building vulnerability assessment in the historical centers: the examples of San Giuliano di Puglia (Italy) and Valparaiso (Chile). In: 7th European Commission conference “SAUVEUR”.
Instituto Nacional de Normalización (INN) (1996) Earthquake resistant design of buildings. Official Chilean Code NCh433.Of96.
Jiménez B, Pelà L, Hurtado M (2018) Building survey forms for heterogeneous urban areas in seismically hazardous zones. Application to the historical center of Valparaíso. Chile Int J Archit Herit 12(7–8):1076–1111
Jorquera N, Ruiz J, Torres N (2017) Analysis of seismic design criteria of Santo Domingo Church, a Colonial Heritage of Santiago, Chile. Revista de la Construcción J Construct 16(3):388–402
Jorquera N., Palazzi NC, Rovero L, Tonietti U (2017). The church of San Francisco in Santiago, Chile. Analysis of 400 years of earthquake-resistance behaviour. In: 16th world conference on earthquake, 16WCEE. Santiago, Chile.
Jorquera N, Vargas J, Lobos ML, Cortez D (2016) Revealing Earthquake-Resistant Geometrical Features in Heritage Masonry Architecture in Santiago. Chile Int J Archit Herit 11(4):519–538
Jünemann R, de La Llera JC, Hube MA, Cifuentes LA, Kausel E (2015) A statistical analysis of reinforced concrete wall buildings damaged during the 2010, Chile earthquake. Eng Struct 82:168–185
Kalkbrenner P, Pelà L, Sandoval C (2019) Multi directional pushover analysis of irregular masonry buildings without box behavior. Eng Struct 201:109534
Kircher CA, Nassar AA, Kustu O, Holmes WT (1997) Development of building damage functions for earthquake loss estimation. Earthq Spectra 13(4):663–682
Kishor J, David Wald D, D’Ayala D (2011) Developing empirical collapse fragility functions for global building types. Earthq Spectra 27(3):775–795
Lagomarsino S, Giovinazzi S (2006) Macroseismic and mechanical models for the vulnerability and damage assessment of current buildings. Bull Earthq Eng 4:415–443
Lagomarsino S (2012) Damage assessment of churches after L’Aquila earthquake. Bull Earthq Eng 10:73–92. https://doi.org/10.1007/s10518-011-9307-x
Lagomarsino S, Podestà S (2004a) Seismic vulnerability of ancient churches: I. Damage assessment and emergency planning. Earthq Spectra 20(2):377–394. https://doi.org/10.1193/1.1737735
Lagomarsino S, 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. https://doi.org/10.1193/1.1737736
Lagomarsino S, Podestà S (2004c) Damage and vulnerability assessment of churches after the 2002 Molise, Italy, earthquake. Earthq Spectra 20:S271–S283. https://doi.org/10.1193/1.1767161
Lagomarsino S, Podestà S, Cifani G, Lemme A (2004) The 31st October 2002 Earthquake in Molise (Italy): a new methodology for the damage and seismic vulnerability survey of churches. In: 13th world conference on earthquake engineering. 1–6 Aug 2004, Vancouver, Canada. Paper 1366.
Lallemant D, Kiremidjian A, Burton H (2015) Statistical procedures for developing earthquake damage fragility curves. Earthq Eng Struct Dyn.
Lira C, Arévalo C (2010) Informe de la Evaluación Preliminar de Daños Provocados por el sismo de 2010, Chile: Iglesia de San Agustín de Melipilla. Dirección de Arquitectura del Ministerio de Obras Publicas, Santiago de Chile, Consejo de Monumentos Nacionales
Marotta A, Sorrentino L, Liberatore D, Ingham J (2016) Statistical seismic vulnerability of New Zealand unreinforced masonry churches. In: 10th international conference on structural analysis of historical constructions. CRC Press, Boca Raton
Marotta A, Sorrentino L, Liberatore D, Ingham JM (2017) Vulnerability assessment of unreinforced masonry churches following the 2010–2011 Canterbury earthquake sequence. J Earthq Eng 21(6):912–934
Martinelli A, Cifani G, Cialone G, Corazza L, Petracca A, Petrucci G (2008) Building vulnerability assessment and damage scenarios in Celano (Italy) using a quick survey data-based methodology. Soil Dyn Earthq Eng 28:875–889
MARVASTO (2007) Risk Management in Valparaíso/Manejo de Riesgos en Valparaíso, Servicios Técnicos acronym MAR VASTO, funded by BID/IDB (Banco Inter Americano de Desarrollo / Inter-American Development Bank). Project ATN/II-9816-CH, BID/IDB-ENEA Contract PRM.7.035.00-C, March 2007–June 2008
Orsini G (1999) A model for buildings’ vulnerability assessment using the parameterless scale of seismic intensity (PSI). Earthq Spectra 15(3):463–483. https://doi.org/10.1193/1.1586053
Palazzi, NC, Rovero L, Tonietti U, de la Llera JC, Sandoval C (2018) Kinematic limit analysis of Basilica del Salvador, a significant example of the neo-gothic architecture in Santiago, Chile. In: 16th European conference on earthquake engineering, Thessalonica, Greece.
Palazzi NC, Rovero L, Tonietti U, de la Llera JC, Sandoval C (2019) Seismic vulnerability assessment of unreinforced masonry churches in central Chile. Structural analysis of historical constructions. Springer, Cham, pp 1172–1181
Palazzi NC, Rovero L, De La Llera JC, Sandoval C (2019b) Preliminary assessment on seismic vulnerability of masonry churches in central Chile. Int J Archit Herit 1–20.
Pinto JI (2011) Informe de la Evaluación Preliminar de Daños Provocados por el sismo de 2010, Iglesia de Loica, Chile. Ilustre Municipalidad de San Pedro, Departamento de Proyecto, Santiago de Chile
Recabarren F (2009) Datos Generals del Monuemto Nacional Iglesia de Loica. Dirección de Arquitectura del Ministerio de Obras Publicas, Consejo de Monumentos Nacionales, Santiago de Chile
Rendel M, Lüders C, Greer M, Vial I, Westenenk B, de la Llera JC, Perez F, Bozzi D, Prado F (2014) Retrofit, using seismic isolation, of the heavily damaged Basílica del Salvador in Santiago, Chile. In: New Zealand society for earthquake engineering, 14NZEE. Aotea, New Zealand.
Restrepo-Vélez LF, Magenes G (2004) A mechanics-based procedure for the seismic risk assessment of masonry buildings at urban scale. In: Proceedings of the XI Convegno Nazionale ANIDIS, Genova
Rossetto T, Ioannou I, Grant D (2013) Existing empirical vulnerability and fragility functions: compendium and guide for selection. GEM Foundation, Pavia
Rossetto T, Ioannou I, Grant DN, Maqsood T (2014) Guidelines for empirical vulnerability assessment. Pavia, Italy
Rota M, Penna A, Strobbia C (2006) Typological fragility curves from Italian earthquake damage data. In: Proceedings 1st European conference on earthquake engineering and seismology, Geneva, paper no. 386
Sandoval C, Valledor R, Lopez-Garcia D (2017) Numerical assessment of accumulated seismic damage in a historic masonry building. A case study. Int J Archit Herit 11(8):1177–1194
Singhal A, Kiremidjian AS (2004) Empirical fragility functions from recent earthquakes, In: Proceedings of the 13th world conference on earthquake engineering, Vancouver, Canada, Paper No. 1211.
Singhal A, Kiremidjian AS (1998) Bayesian updating of fragilities with application to RC frames. J Struct Eng 124(8):922–929
Staniscia S, Spacone E, Fabietti V (2017) Performance-based urban planning: framework and L’Aquila Historic City Center Case Study. Int J Archit Herit 11(5):656–669
Torrealva D, Vicente E (2013) Testing results, SRP-Seismic Retrofitting Project in Perú Internal Report. Pontificia Universidad Católica del Perú. Editorial Universitaria, Lima
Torres W, Almazán JL, Sandoval C, Peña F (2018) Fragility analysis of the nave macro-element of the Cathedral of Santiago. Chile Bull Earthq Eng 16(7):3031–3056
United States Geological Survey’s (USGS) Magnitude 8.8-Offshore Maule, Chile. https://strongmotioncenter.org/NCESMD/data/chile_27feb2010/eqinfo.htm. Last Accessed 15 Jan 2020
Varum H, Tarque N, Silveira D, Camata G, Lobo B, Blondet M, Figueiredo A, Masood Rafi M, Oliveira C, Costa A (2014) Structural behaviour and retrofitting of adobe masonry buildings, Structural Rehabilitation of Old Buildings, Building Pathology and Rehabilitation 2. Springer, Berlin
Whitman RV, Reed JW, Hong ST (1973) Earthquake damage probability matrices. In: Proceedings of the 5th World conference on earthquake engineering
Acknowledgements
This work was supported by the National Research Center for Integrated Natural Disaster Management CONICYT/FONDAP/15110017, and by the SIBER-RISK Regular Fondecyt Project CONICYT/FONDECYT/1170836. Authors also thank the ECOS-CONICYT Scientific cooperation program project “Multi-risk assessment in Chile and France: Application to seismic engineering and mountain hazards”, ECOS170044 and ECOS action C17U02. Authors also thank the ECOS-CONICYT Scientific cooperation program project “Multi-risk assessment in Chile and France: Application to seismic engineering and mountain hazards”, ECOS170044 and ECOS action C17U02, and the project Cheers. Cultural HEritagE. Risks and Securing activities (ASP693) co-financed by the Interreg VB Alpine Space Programme through the European Regional Development Fund (ERDF).
Author information
Authors and Affiliations
Corresponding author
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
About this article
Cite this article
Palazzi, N.C., Favier, P., Rovero, L. et al. Seismic damage and fragility assessment of ancient masonry churches located in central Chile. Bull Earthquake Eng 18, 3433–3457 (2020). https://doi.org/10.1007/s10518-020-00831-1
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s10518-020-00831-1