Technical Papers
Dec 4, 2017

Profitability Analysis for Assessing the Optimal Seismic Retrofit Strategy of Industrial Productive Processes with Business-Interruption Consequences

Publication: Journal of Structural Engineering
Volume 144, Issue 2

Abstract

Seismic damage affecting industrial-process components can cause severe disruption, leading to not-negligible profit reduction associated with business interruption. Hence, the implementation of a proper seismic risk mitigation strategy is often required, accounting for financial issues as well. This study presents a novel probabilistic seismic risk assessment framework able to quantify business-interruption losses on the basis of a company’s balance-sheet data. The framework contains a financial module that uses a profitability index (PI) for identifying the most profitable seismic retrofit strategy to be implemented, given a reference time window and available budget. Application of the framework to a typical Italian cheese factory is also illustrated. Results show how business-interruption losses are comparable with direct costs for the rehabilitation of seismically damaged components. Additionally, it is demonstrated that PI can be considered a suitable financial indicator, and evaluating the contemporary benefit has a primary importance when a retrofit strategy is applied to more components.

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References

Ayyub, B. M. (2015). “Practical resilience metrics for planning, design, and decision making.” ASCE-ASME J. Risk Uncertainty Eng. Syst. Part A, 1(3), 04015008.
Biondini, F., Camnasio, E., and Titi, A. (2015). “Seismic resilience of concrete structures under corrosion.” Earthquake Eng. Struct. Dyn., 44(14), 2445–2466.
Bournas, D. A., Negro, P., and Taucer, F. F. (2014). “Performance of industrial buildings during the Emilia earthquakes in northern Italy and recommendations for their strengthening.” Bull. Earthquake Eng., 12(5), 2383–2404.
Broccardo, M., Galanis, P., Esposito, S., and Stojadinovic, B. (2015). “Resilience-based risk assessment of civil systems using the PEER framework for seismic hazard.” European Safety and Reliability Conf., European Safety and Reliability Association, Zurich, Switzerland.
Bruneau, M., et al. (2003). “A framework to quantitatively assess and enhance the seismic resilience of communities.” Earthquake Spectra, 19(4), 733–752.
Burton, H. V., Deierlein, G., Lallemant, D., and Lin, T. (2015). “Framework for incorporating probabilistic building performance in the assessment of community seismic resilience.” J. Struct. Eng., C4015007.
Calvi, G. M. (2013). “Choices and criteria for seismic strengthening.” J. Earthquake Eng., 17(6), 769–802.
Cardone, D., and Flora, A. (2014). “Direct displacement loss assessment of existing RC buildings pre- and post-seismic retrofitting: A case study.” Soil Dyn. Earthquake Eng., 64, 38–49.
Cimellaro, G. P., Reinhorn, A. M., and Bruneau, M. (2006). “Quantification of seismic resilience.” Proc., 8th National Conf. on Earthquake Engineering, Seismological Society of America, Albany, CA.
Cimellaro, G. P., Reinhorn, A. M., and Bruneau, M. (2010a). “Framework for analytical quantification of disaster resilience.” Eng. Struct., 32(11), 3639–3649.
Cimellaro, G. P., Reinhorn, A. M., and Bruneau, M. (2010b). “Seismic resilience of a hospital system.” Struct. Infrastruct. Eng., 6(1–2), 127–144.
Cornell, C. (1968). “Engineering seismic risk analysis.” Bull. Seismol. Soc. Am., 58(5), 1583–1606.
Cutler, H., Shields, M., Tavani, D., and Zahran, S. (2016). “Integrating engineering outputs from natural disaster models into a dynamic spatial computable general equilibrium model of Centerville.” Sustainable Resilient Infrastruct., 1(3–4), 169–187.
Deierlein, G. G., Krawinkler, H., and Cornell, C. A. (2003). “A framework for performance-based earthquake engineering.” Pacific Conf. on Earthquake Engineering, New Zealand Society for Earthquake Engineering, Wellington, New Zealand.
Dolce, M., and Manfredi, G. (2015). “White book on private reconstruction outside the historical centers in the municipalities hit by the 6th April 2009 Abruzzo earthquake.” ⟨https://www.cineas.it/⟩ (Dec. 27, 2016).
Dosanjh, K. (2011). “Japan’s economy after the quake.” ⟨https://www.eiu.com/public/topical_report.aspx?campaignid=japanquake⟩ (Dec. 27, 2016).
Fischer, E. P. (2014). “Learning from earthquakes: 2014 Napa Valley earthquake reconnaissance report.” ⟨http://docs.lib.purdue.edu/civlgradreports/1⟩ (Dec. 27, 2016).
Fujita, S., et al. (2012). “Seismic damage of mechanical structures by the 2011 Great East Japan Earthquake.” Proc., 15th World Conf. on Earthquake Engineering, International Association for Earthquake Engineering, Tokyo.
Gardoni, P., Guevara-Lopez, F., and Contento, A. (2016). “The life profitability method (LPM): A financial approach to engineering decisions.” Struct. Saf., 63, 11–20.
Gonzalez, E., Almazan, J., Beltran, J., Herrera, R., and Sandoval, V. (2013). “Performance of stainless steel winery tanks during the 02/27/2010 Maule earthquake.” Eng. Struct., 56, 1402–1418.
HAZUS-MH MR4. (2003). “Multi-hazard loss estimation methodology—Earthquake model.” Dept. of Homeland Security Emergency Preparedness and Response Directorate Federal Emergency Management Agency, Washington, DC.
Italian Anticorruption Authority. (2017). “Guidelines for the selection of a financial project assessment model: The public sector comparator method and the economic analysis of the costs.” ⟨https://www.anticorruzione.it/portal/public/classic/AttivitaAutorita/Pubblicazioni/RapportiStudi/_PSC/#_Toc236745905⟩ (May 2, 2017).
Italian Ministry of Infrastructures. (2008). “Technical standards for constructions.” NTC-2008-1-14, DEI - Tipografia del Genio Civile, Rome (in Italian).
Jacques, C. C., McIntosh, J., Giovinazzi, S., Kirsch, T. D., Wilson, T., and Mitrani-Reiser, J. (2014). “Resilience of the Canterbury hospital system to the 2011 Christchurch earthquake.” Earthquake Spectra, 30(1), 533–554.
Kumar, R., and Gardoni, P. (2013). “Second-order logarithmic formulation for hazard curves and closed-form approximation to annual failure probability.” Struct. Saf., 45, 18–23.
Lanzano, G., Salzano, E., Santucci de Magistris, F., and Fabbrocino, G. (2012). “An observational analysis of seismic vulnerability of industrial pipelines.” Chem. Eng. Trans., 26, 567–572.
Liu, J., Shi, Z., Lu, D., and Wang, Y. (2017). “Measuring and characterizing community recovery to earthquake: The case of 2008 Wenchuan earthquake, China.” Nat. Hazards Earth Syst. Sci., in press.
Mander, J. B., Sircar, J., and Damnjanovic, I. (2012). “Direct loss model for seismically damaged structures.” Earthquake Eng. Struct. Dyn., 41(3), 571–586.
Meletti, C., Galadini, F., and Valensise, G. (2008). “A seismic source zone model for the seismic hazard assessment of the Italian territory.” Tectonophysics, 450(1–4), 85–108.
Meletti, C., and Montaldo, V. (2007). “Stime di pericolosità sismica per diverse probabilità di superamento in 50 anni: Valori di ag.” ⟨http://esse1.mi.ingv.it/d2.html⟩ (Dec. 27, 2016) (in Italian).
Mian, M. A. (2002). Project economics and decision analysis, PennWell Books, Tulsa, OK.
Mieler, M., Stojadinovic, B., Budnitz, R., Comerio, M., and Mahin, S. (2015). “A framework for linking community-resilience goals to specific performance targets for the built environment.” Earthquake Spectra, 31(3), 1267–1283.
OECD (Organization for Economic Cooperation and Development). (2014). “Economic outlook No. 95—Long-term baseline projections, 2014.” Paris.
Pace, B., Peruzza, G., Lavecchia, G., and Boncio, P. (2006). “Layered seismogenic source model and probabilistic seismic-hazard analyses in central Italy.” Bull. Seismol. Soc. Am., 96(1), 107–132.
Phan, H. N., Paolaci, F., Corritore, D., Akbas, B., Uckan, E., and Shen, J. J. (2016). “Seismic vulnerability mitigation of liquefied gas tanks using concave sliding bearings.” Bull. Earthquake Eng., 14(11), 3283–3299.
Porter, K. A., Beck, J. L., and Shaikhutdinov, R. (2004). “Simplified estimation of economic seismic risk for buildings.” Earthquake Spectra, 20(4), 1239–1263.
Rose, A. (2004). “Defining and measuring economic resilience to disasters.” Disaster Prev. Manage., 13(4), 307–314.
Saha, S. K., Sepahvand, K., Matsagar, V. A., Jain, A. K., and Marburg, S. (2016). “Fragility analysis of base-isolated liquid storage tanks under random sinusoidal base excitation using generalized polynomial chaos expansion-based simulation.” J. Struct. Eng., 04016059.
Sullivan, T. J., Welch, D. P., and Calvi, G. M. (2014). “Simplified seismic performance assessment and implications for seismic design.” Earthquake Eng. Eng. Vibr., 13(S1), 95–122.
Swan, S. W., Miller, D. D., and Yanev, P. I. (1985). “The Morgan Hill earthquake of April 24, 1984—Effects on industrial facilities, building, and other facilities.” Earthquake Spectra, 1(3), 457–568.
Tokui, J., Kawasaki, K., and Miyagawa, T. (2017). “The economic impact of supply chain disruptions from the Great East-Japan earthquake.” Japan World Econ., 41, 59–70.
Williams, R. J., Gardoni, P., and Bracci, J. M. (2009). “Decision analysis for seismic retrofit of structures.” Struct. Saf., 31(2), 188–196.
Xu, N., Guikema, S. D., Davidson, R. A., Nozick, L. K., Çağnan, Z., and Vaziri, K. (2007). “Optimizing scheduling of post-earthquake electric power restoration tasks.” Earthquake Eng. Struct. Dyn., 36(2), 265–284.
Zio, E. (2006). An introduction to the basics of reliability and risk analysis, Vol. 13, World Scientific, Singapore.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 144Issue 2February 2018

History

Received: Jan 18, 2017
Accepted: Jul 14, 2017
Published online: Dec 4, 2017
Published in print: Feb 1, 2018
Discussion open until: May 4, 2018

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Authors

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Lorenzo Hofer [email protected]
Ph.D. Candidate, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Padova, Via Marzolo 9, 35131 Padova, Italy. E-mail: [email protected]
Mariano Angelo Zanini, Ph.D. [email protected]
Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Padova, Via Marzolo 9, 35131 Padova, Italy (corresponding author). E-mail: [email protected]
Flora Faleschini, Ph.D. [email protected]
Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Padova, Via Marzolo 9, 35131 Padova, Italy. E-mail: [email protected]
Carlo Pellegrino [email protected]
Full Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Padova, Via Marzolo 9, 35131 Padova, Italy. E-mail: [email protected]

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