Abstract
The majority of bridge infrastructures in Italy were built in the 1960s and ‘70s without any specific seismic provision being made. As a consequence, it is expected that these bridges would be highly vulnerable if subjected to a significant seismic event. Given this background, it is natural that the rapid and accurate assessment of economic losses incurred to the bridge infrastructure as a result of such an event could play a crucial role in emergency management in the immediate aftermath of an earthquake. Focusing on the infrastructure system of highway bridges in the Campania region in Italy, this paper demonstrates how both state-of-the-art methodologies in portfolio loss assessment and the available data can be used to assess the probability distribution of the repair costs incurred due to the 1980 Irpinia earthquake. Formulating a probabilistic loss assessment for a portfolio of bridges as a standard Monte Carlo simulation problem helps to resolve the spatial risk integral efficiently. One of the specific features of this case study is the use of statistical methods for updating models of: (a) ground motion predictions, (b) vulnerability/fragility and (c) exposure/costs, based on the available data. It has been observed that alternative hypotheses concerning the ground motion correlation structure can significantly affect the distribution of direct economic losses. Furthermore, updating the ground motion prediction based on available recordings may significantly reduce the dispersion in the estimate of the direct economic losses.
Similar content being viewed by others
References
Basoz NI, Kiremidjian AS, King SA, Law KH (1999) Statistical analysis of bridge damage data from the 1994 Northridge, CA, earthquake. Earthq Spectra 15(1):25–54
Bazzurro P, Luco N (2005) Accounting for uncertainty and correlation in earthquake loss estimation. In: Proceedings of ICOSSAR2005
Bazzurro Paolo, Allin Cornell C (1999) Disaggregation of seismic hazard. Bull Seismol Soc Am 89(2):501–520
Bindi D, Pacor F, Luzi L, Puglia R, Massa M, Ameri G, Paolucci R (2011) Ground motion prediction equations derived from the Italian strong motion database. Bull Earthq Eng 9(6):1899–1920
Borzi B, Ceresa P, Franchin P, Noto F, Calvi GM, Pinto PE (2014) Seismic vulnerability of the Italian Roadway Bridge Stock. Earthq Spectra. doi:10.1193/070413EQS190M
Cardone D, Perrone G, Sofia S (2011) A performance-based adaptive methodology for the seismic evaluation of multi-span simply supported deck bridges. Bull Earthq Eng 9(5):1463–1498
Crowley H, Bommer JJ, Stafford PJ (2008) Recent developments in the treatment of ground-motion variability in earthquake loss models. J Earthq Eng 12(S2):71–80
Ebrahimian H, Jalayer F, Asprone D, Lombardi AM, Marzocchi W, Prota A, Manfredi G (2014a) Adaptive daily forecasting of seismic aftershock hazard. Bull Seismol Soc Am 104(1):145–161
Ebrahimian H, Jalayer F, Asprone D, Lombardi AM, Marzocchi W, Prota A, Manfredi G (2014b) A performance-based framework for adaptive seismic aftershock risk assessment. Earthq Eng Struct Dyn 43(14):2179–2197
Elefante L, Jalayer F, Iervolino I, Manfredi G (2010) Disaggregation-based response weighting scheme for seismic risk assessment of structures. Soil Dyn Earthq Eng 30(12):1513–1527
Esposito S, Iervolino I (2012) Spatial correlation of spectral acceleration in European data. Bull Seismol Soc Am 102(6):2781–2788
Eurocode 8 Part 3 (2007) Progettazione delle strutture per la resistenza sismica
Goda K (2011) Interevent variability of spatial correlation of peak ground motions and response spectra. Bull Seismol Soc Am 101(5):2522–2531
Goda K, Atkinson GM (2010) Intraevent spatial correlation of ground-motion parameters using SK-net data. Bull Seismol Soc Am 100(6):3055–3067
Goda K, Hong HP (2008) Spatial correlation of peak ground motions and response spectra. Bull Seismol Soc Am 98(1):354–365
Jaiswal KS, Wald DJ (2010) Development of a semi-empirical loss model within the USGS prompt assessment of global earthquakes for response (PAGER) system. In: Proceedings of the 9th US and 10th Canadian conference on earthquake engineering: reaching beyond borders, July 25–29, Canada, Toronto
Jalayer F, Asprone D, Prota A, Manfredi G (2011) A decision support system for post-earthquake reliability assessment of structures subjected to aftershocks: an application to L’Aquila earthquake, 2009. Bull Earthq Eng 9(4):997–1014
Jayaram N, Baker JW (2009) Correlation model for spatially distributed ground-motion intensities. Earthq Eng Struct Dyn 38(15):1687–1708
Lee R, Kiremidjian AS (2007) Uncertainty and correlation for loss assessment of spatially distributed systems. Earthq Spectra 23(4):753–770
Luzi L, Hailemikael S, Bindi D, Pacor F, Mele F, Sabetta F (2008) ITACA (ITalian Accelerometric Archive): a web portal for the dissemination of Italian strong-motion data. Seismol Res Lett 79(5):716–722
Miano A, Jalayer F, De Risi R, Prota A, Manfredi G (2015) A case-study on scenario-based probabilistic seismic loss assessment for a portfolio of bridges. In: Proceedings of 12th international conference on applications of statistics and probability in civil engineering, Vancouver, Canada, July 12–15, 2015. https://open.library.ubc.ca/cIRcle/collections/53032/items/1.0076229
Moehle J, Fenves G, Mayes R, Moehle J, Priestley N, Seible F, Uang C-M, Werner S, Aschheim M (1995) Highway bridges and traffic management. Earthq Spectra 11(S2):287–372
Nilsson EM (2008) Seismic risk assessment of the transportation network of Charleston, SC PhD Thesis, Georgia Institute of Technology
Noto F, Franchin P (2012) BRI.T.N.E.Y bridge automatic NLTHA-based earthquake fragility. In: Proceedings of the opensees days Italia,24–25 May, Rome, Italy
Padgett JE, Dennemann K, Ghosh J (2010a) Risk-based seismic life-cycle cost–benefit (LCC-B) analysis for bridge retrofit assessment. Struct Saf 32(3):165–173
Padgett JE, DesRoches R, Nilsson E (2010b) Regional seismic risk assessment of bridge network in Charleston, South Carolina. J Earthq Eng 14(6):918–933
Park J, Bazzurro P, Baker JW (2007) Modeling spatial correlation of ground motion intensity measures for regional seismic hazard and portfolio loss estimation. Applications of statistics and probability in civil engineering. Taylor & Francis Group, London, pp 1–8
Singhal A, Kiremidjian AS (1998) Bayesian updating of fragilities with application to RC frames. J Struct Eng 124(8):922–929
Sokolov V, Wenzel F (2011) Influence of spatial correlation of strong ground motion on uncertainty in earthquake loss estimation. Earthq Eng Struct Dyn 40(9):993–1009
Wald DJ (2005) ShakeMap manual: technical manual, user’s guide, and software guide, US Geological Survey
Weatherill G, Silva V, Crowley H and Bazzurro P (2015) Exploring the impact of spatial correlations and uncertainties for portfolio analysis in probabilistic seismic loss estimation. Bull Earthq Eng 13(4):957-981
Yasinsky (1997) Caltrans office of earthquake engineering, California Department of Transportation. http://www.dot.ca.gov/hq/esc/earthquake_engineering
Yoshikawa H, Goda K (2013) Financial seismic risk analysis of building portfolios. Nat Hazards Rev 15(2):112–120
Acknowledgments
This work was in part supported by the National Operative Program Project STRIT (PON01_02366). The authors would also like to acknowledge the two anonymous reviewers who have contributed significantly to improving and enriching the paper.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Miano, A., Jalayer, F., De Risi, R. et al. Model updating and seismic loss assessment for a portfolio of bridges. Bull Earthquake Eng 14, 699–719 (2016). https://doi.org/10.1007/s10518-015-9850-y
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s10518-015-9850-y