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Probabilistic estimation of seismic economic losses of portal-like precast industrial buildings

  • Demartino, Cristoforo (College of Civil Engineering, Nanjing Tech University) ;
  • Vanzi, Ivo (Department of Engineering and Geology, University "G. d'Annunzio" of Chieti-Pescara) ;
  • Monti, Giorgio (College of Civil Engineering, Nanjing Tech University)
  • Received : 2016.09.05
  • Accepted : 2017.11.22
  • Published : 2017.09.25

Abstract

A simplified framework for the probabilistic estimation of economic losses induced by the structural vulnerability in single-story and single-bay precast industrial buildings is presented. The simplifications introduced in the framework are oriented to the definition of an expeditious procedure adoptable by government agencies and insurance companies for preliminary risk assessment. The economic losses are evaluated considering seismic hazard, structural response, damage resulting from the structural vulnerability and only structural-vulnerability-induced e]conomic losses, i.e., structural repair or reconstruction costs (stock and flow costs) and content losses induced by structural collapse. The uncertainties associated with each step are accounted for via Monte Carlo simulations. The estimation results in a probabilistic description of the seismic risk of portal-like industrial buildings, expressed in terms of economic losses for each occurrence (i.e., seismic event) that owners (i.e., insured) and stakeholders can use to make risk management decisions. The outcome may also be useful for the definition of the insurance premiums and the evaluation of the risks and costs for the owner corresponding to the insurance industrial costs. A prototype of a precast concrete industrial building located in Mirandola, Italy, hit by the 2012 Emilia earthquake, is used as an example of the application of the procedure.

Keywords

References

  1. Anagnos, T. and Kiremidjian, A.S. (1988), "A review of earthquake occurrence models for seismic hazard analysis", Probabilist. Eng. Mech., 3(1), 3-11. https://doi.org/10.1016/0266-8920(88)90002-1
  2. Aon Benfield (2013), Annual Global Climate and Catastrophe Report: 2012.
  3. Asprone, D., De Risi, R. and Manfredi, G. (2016), "Defining structural robustness under seismic and simultaneous actions: an application to precast RC buildings", Bull. Earthq. Eng., 14(2), 485-499. https://doi.org/10.1007/s10518-015-9820-4
  4. ATC-58 (2012), Development of Next-Generation Performance-Based SeismicDesign Procedures or New and Existing Buildings, Applied Technology Council 58.
  5. Babic, A. and Dolsek, M. (2016), "Seismic fragility functions of industrial precast building classes", Eng. Struct., 118, 357-370. https://doi.org/10.1016/j.engstruct.2016.03.069
  6. Bonfanti, C., Carabellese, A. and Toniolo, G. (2008), Strutture Prefabbricate: Catalogo Delle Tipologie Esistenti, Milano ASSOBETON.
  7. 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. Earthq. Eng., 12(5), 2383-2404. https://doi.org/10.1007/s10518-013-9466-z
  8. Bowles, J.E. (1988), Foundation Analysis and Design, McGraw-Hill Book Company Limited, England.
  9. Braga, F., Gigliotti, R., Monti, G., Morelli, F., Nuti, C., Salvatore, W. and Vanzi, I. (2014), "Speedup of post earthquake community recovery: the case of precast industrial buildings after the Emilia 2012 earthquake", Bull. Earthq. Eng., 12(5), 2405-2418. https://doi.org/10.1007/s10518-014-9583-3
  10. Casotto, C., Silva, V., Crowley, H., Nascimbene, R. abd Pinho, R. (2015), "Seismic fragility of Italian RC precast industrial structures", Eng. Struct., 94, 122-136. https://doi.org/10.1016/j.engstruct.2015.02.034
  11. Colapietro, D., Netti, A., Fiore, A., Fatiguso, F. and Marano, G.C. (2014), "On the definition of seismic recovery interventions in R.C. buildings by non-linear static and incremental dynamic analyses", Int. J. Mech., 8(1), 216-222.
  12. Cornell, C.A. (1968), "Engineering seismic risk analysis", Bull. Seismo. Soc. Am., 58(5), 1583-1606.
  13. Dassori, E. and Assobeton (2001), La Prefabbricazione in Calcestruzzo: Guida All'utilizzo Nella Progettazione, Milano ASSOBETON.
  14. Demartino, C., Monti, G. and Vanzi, I. (2017a), "Seismic loss-of-support conditions of frictional beam-to-column connections", Struct. Eng. Mech., 61(4), 527-538. https://doi.org/10.12989/sem.2017.61.4.527
  15. Demartino, C., Vanzi, I., Monti, G. and Sulpizio, C. (2017b), "Precast industrial buildings in Southern Europe: loss of support at frictional beam-to-column connections under seismic actions", Bull. Earthq. Eng., 1-36.
  16. Der Kiureghian, A. (2005), "Non-ergodicity and PEER's framework formula", Earthq. Eng. Struct. Dyn., 34(13), 1643-1652. https://doi.org/10.1002/eqe.504
  17. Dowrick, D.J. (2009), Earthquake Resistant Design and Risk Reduction, John Wiley & Sons.
  18. Ercolino, M., Magliulo, G. and Manfredi, G. (2016), "Failure of a precast RC building due to Emilia-Romagna earthquakes", Eng. Struct., 118, 262-273. https://doi.org/10.1016/j.engstruct.2016.03.054
  19. Foerster, H.R., Rizkalla, S.H. and Heuvel, J.S. (1989), "Behavior and design of shear connections for loadbearing wall panels", PCI J., 34(1), 102-119. https://doi.org/10.15554/pcij.01011989.102.119
  20. Grossi, P. (2005), Catastrophe Modeling: A New Approach to Managing Risk, Vol. 25, Springer Science & Business Media.
  21. Jaiswal, K., Wald, D. and D'Ayala, D. (2011), "Developing empirical collapse fragility functions for global building types", Earthq. Spec., 27(3), 775-795. https://doi.org/10.1193/1.3606398
  22. Jalayer, F. (2003), "Direct probabilistic seismic analysis: implementing non-linear dynamic assessments", Ph.D. Thesis, Stanford University.
  23. Liberatore, L., Sorrentino, L., Liberatore, D. and Decanini, L.D. (2013), "Failure of industrial structures induced by the Emilia (Italy) 2012 earthquakes", Eng. Failure Anal., 34, 629-647. https://doi.org/10.1016/j.engfailanal.2013.02.009
  24. Magliulo, G., Fabbrocino, G. and Manfredi, G. (2008), "Seismic assessment of existing precast industrial buildings using static and dynamic nonlinear analyses", Eng. Struct., 30(9), 2580-2588. https://doi.org/10.1016/j.engstruct.2008.02.003
  25. Magliulo, G., Capozzi, V., Fabbrocino, G. and Manfredi, G. (2011), "Neoprene-concrete friction relationships for seismic assessment of existing precast buildings", Eng. Struct., 33(2), 532-538. https://doi.org/10.1016/j.engstruct.2010.11.011
  26. Magliulo, G., Ercolino, M., Petrone, C., Coppola, O. and Manfredi, G. (2014), "The Emilia earthquake: seismic performance of precast reinforced concrete buildings", Earthq. Spec., 30(2), 891-912. https://doi.org/10.1193/091012EQS285M
  27. Marzo, A., Marghella, G. and Indirli, M. (2012), "The Emilia-Romagna earthquake: damages to precast/prestressed reinforced concrete factories", Ingegneria Sismica, 2, 132-147.
  28. Miranda, E. and Aslani, H. (2003), Building-Specific Loss Estimation Methodology, Report PEER, 3, 2003.
  29. Newmark, N.M. (1959), "A method of computation for structural dynamics", Proc. ASCE, 85.
  30. Nuti, C., Santini, S. and Vanzi, I. (2004), "Damage, vulnerability and retrofitting strategies for the Molise hospital system following the 2002 Molise, Italy, earthquake", Earthq. Spec., 20 (SPEC. 1), S285-S299. https://doi.org/10.1193/1.1768541
  31. Nuti, C., Rasulo, A. and Vanzi, I. (2009), "Seismic assessment of utility systems: Application to water, electric power and transportation networks safety, reliability and risk analysis: Theory, methods and applications", Proceedings of the Joint ESREL and SRA-Europe Conference. 3, 2519-2529
  32. NTC-2008 (2008), Ministerial Decree: "NTC 2008 - Norme tecniche per le costruzioni".
  33. Pant, D.R., Wijeyewickrema, A.C. and ElGawady, M.A. (2013), "Appropriate viscous damping for nonlinear time-history analysis of base-isolated reinforced concrete buildings", Earthq. Eng. Struct. Dyn., 42(15), 2321-2339. https://doi.org/10.1002/eqe.2328
  34. Parisi, F., De Luca, F., Petruzzelli, F., De Risi, R., Chioccarelli, E. and Iervolino, I. (2012), "Field inspection after the May 20th and 29th 2012 Emilia-Romagna earthquakes", Report, Italian Network of Earthquake Engineering University Laboratories.
  35. Paudel, Y., Botzen, W.J.W., Aerts, J.C.J.H. and Dijkstra, T.K. (2015), "Risk allocation in a public-private catastrophe insurance system: an actuarial analysis of deductibles, stop-loss, and premiums", J. Flood Risk Manag., 8(2), 116-134. https://doi.org/10.1111/jfr3.12082
  36. ReLUIS, ASSOBETON, CNI and DPC. (2012), Linee di indirizzo per interventi locali e globali su edifici industriali monopiano non progettati con criteri antisismici, Available online at www.reluis.it.
  37. Rose, A. (2004), "Economic principles, issues, and research priorities in hazard loss estimation", Model. Spatial Econom. Imp. Disasters, Springer, 13-36.
  38. Savoia, M., Mazzotti, C., Buratti, N., Ferracuti, B., Bovo, M., Ligabue, V. and Vincenzi, L. (2012), "Damages and collapses in industrial precast buildings after the Emilia earthquake", Ing. Sismica, 29(2-3), 120-130.
  39. Vamvatsikos, D. and Cornell, C.A. (2002), "Incremental dynamic analysis", Earthq. Eng. Struct. Dyn., 31(3), 491-514. https://doi.org/10.1002/eqe.141
  40. Vanmarcke, E.H., Cornell, C.A., Gasparini, D.A. and Hou, S. (1976), SIMQKE: A Program for Artificial Motion Generation, Civil Engineering Department, Massachusetts Institute of Technology.
  41. Vanzi, I., Marano, G.C., Monti, G. and Nuti, C. (2015), "A synthetic formulation for the Italian seismic hazard and code implications for the seismic risk", Soil Dyn. Earthq. Eng., 77, 111-122. https://doi.org/10.1016/j.soildyn.2015.05.001
  42. Yang, T.Y., Moehle, J., Stojadinovic, B. and Der Kiureghian, A. (2009), "Seismic performance evaluation of facilities: methodology and implementation", J. Struct. Eng., 135(10), 1146-1154. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:10(1146)
  43. Zoubek, B., Isakovic, T., Fahjan, Y. and Fischinger, M. (2013), "Cyclic failure analysis of the beam-to-column dowel connections in precast industrial buildings", Eng. Struct., 52, 179-191. https://doi.org/10.1016/j.engstruct.2013.02.028

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