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2016 | OriginalPaper | Chapter

5. Downtime and Recovery Models

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Abstract

The chapter addresses different recovery models for communities and infrastructures. The recovery models have been categorized by distinguishing between analytical and empirical recovery models. Finally the definition of downtime is provided together with a state-of-the-art of the different models available for downtime assessment.

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Literature
go back to reference Almufti I, Willford M (2013) REDiTM rating system, resilience-based earthquake design initiative for the next generation of buildings. Report, Arup Almufti I, Willford M (2013) REDiTM rating system, resilience-based earthquake design initiative for the next generation of buildings. Report, Arup
go back to reference Ang A, Tang W (2007) Probability concepts in engineering. Emphasis on applications to civil and environmental engineering. Wiley, New York Ang A, Tang W (2007) Probability concepts in engineering. Emphasis on applications to civil and environmental engineering. Wiley, New York
go back to reference Beck J, Kiremidjian A, Wilkie S, King S, Achkire Y, Olson R, Goltz J, Porter K, Irfanoglu A, Casari M (1999) Decision support tools for earthquake recovery of businesses. Interim report for CUREe-Kajima phase III project, vol 2. California Universities for Research in Earthquake Engineering, Richmond Beck J, Kiremidjian A, Wilkie S, King S, Achkire Y, Olson R, Goltz J, Porter K, Irfanoglu A, Casari M (1999) Decision support tools for earthquake recovery of businesses. Interim report for CUREe-Kajima phase III project, vol 2. California Universities for Research in Earthquake Engineering, Richmond
go back to reference Bonowitz D (2011) Resilience criteria for seismic evaluation of existing buildings: a 2008 special projects initiative report to structural engineers association of northern california. Report, Structural Engineers Association of Northern California (SEAONC) Bonowitz D (2011) Resilience criteria for seismic evaluation of existing buildings: a 2008 special projects initiative report to structural engineers association of northern california. Report, Structural Engineers Association of Northern California (SEAONC)
go back to reference Chang SE (2000) Transportation performance, disaster vulnerability, and long-term effects of earthquakes. In: Proceedings of the second Euro conference on global change and catastrophe risk management. International Institute for Applied System Analysis, Laxenburg Chang SE (2000) Transportation performance, disaster vulnerability, and long-term effects of earthquakes. In: Proceedings of the second Euro conference on global change and catastrophe risk management. International Institute for Applied System Analysis, Laxenburg
go back to reference Chang SE, Shinozuka M (2004) Measuring improvements in the disaster resilience of communities. Earthq Spectra 20(3):739–755CrossRef Chang SE, Shinozuka M (2004) Measuring improvements in the disaster resilience of communities. Earthq Spectra 20(3):739–755CrossRef
go back to reference Cimellaro GP, Reinhorn AM, Bruneau M (2010b) Seismic resilience of a hospital system. Struct Infrastruct Eng 6(1–2):127–144 Cimellaro GP, Reinhorn AM, Bruneau M (2010b) Seismic resilience of a hospital system. Struct Infrastruct Eng 6(1–2):127–144
go back to reference Cimellaro G, Reinhorn AM, Bruneau M (2010c) Framework for analytical quantification of disaster resilience. Eng Struct 32(11):3639–3649. doi:10.1016/j.engstruct.2010.08.008 Cimellaro G, Reinhorn AM, Bruneau M (2010c) Framework for analytical quantification of disaster resilience. Eng Struct 32(11):3639–3649. doi:10.1016/j.engstruct.2010.08.008
go back to reference Comerio MC (2005a) Estimating downtime in loss modeling. Earthq Spectra 22(2):349–365 Comerio MC (2005a) Estimating downtime in loss modeling. Earthq Spectra 22(2):349–365
go back to reference Comerio MC (2005b) Downtime modeling for risk management – safety and reliability of engineering systems and structures. In: Augusti G, Schueller G, Ciampoli M (eds.) Proceedings of the ninth international conference on structural safety and reliability (ICOSSAR05). Millpress, Rotterdam/Rome Comerio MC (2005b) Downtime modeling for risk management – safety and reliability of engineering systems and structures. In: Augusti G, Schueller G, Ciampoli M (eds.) Proceedings of the ninth international conference on structural safety and reliability (ICOSSAR05). Millpress, Rotterdam/Rome
go back to reference Comerio MC (2006) Estimating downtime in loss modeling. Earthq Spectra 22(2):349–365CrossRef Comerio MC (2006) Estimating downtime in loss modeling. Earthq Spectra 22(2):349–365CrossRef
go back to reference Comerio MC, Blecher HE (2010) Estimating downtime from data on residential buildings after the northridge and loma prieta earthquakes. Earthq Spectra 26(4):951–965CrossRef Comerio MC, Blecher HE (2010) Estimating downtime from data on residential buildings after the northridge and loma prieta earthquakes. Earthq Spectra 26(4):951–965CrossRef
go back to reference Czarnecki RM (1973) Earthquake damage to tall buildings. M.I.T. Department of Civil Engineering, Cambridge Czarnecki RM (1973) Earthquake damage to tall buildings. M.I.T. Department of Civil Engineering, Cambridge
go back to reference FEMA-P58 (2012) Seismic performance assessment of buildings. Report, FEMA P-58. Applied Technology Council, Federal Emergency Management Agency (FEMA), Washington, DC FEMA-P58 (2012) Seismic performance assessment of buildings. Report, FEMA P-58. Applied Technology Council, Federal Emergency Management Agency (FEMA), Washington, DC
go back to reference Filiatrault A, Uang CM, Folz B, Christopoulos C, Gatto K (2001) Reconnaissance report of the February 28, 2001 nisqually (seattle-olympia) earthquake. Report, Department of Structural Engineering, University of California, San Diego Filiatrault A, Uang CM, Folz B, Christopoulos C, Gatto K (2001) Reconnaissance report of the February 28, 2001 nisqually (seattle-olympia) earthquake. Report, Department of Structural Engineering, University of California, San Diego
go back to reference Ghorawat S (2011) Rapid loss modeling of death and downtime caused by earthquake induced damage to structures. Thesis, Zachry Department of Civil Engineering, Texas A&M University, College Station Ghorawat S (2011) Rapid loss modeling of death and downtime caused by earthquake induced damage to structures. Thesis, Zachry Department of Civil Engineering, Texas A&M University, College Station
go back to reference Hazus (1997) Earthquake loss estimation methodology. Report, National Institute of Building for the Federal Emergency Management Agency Hazus (1997) Earthquake loss estimation methodology. Report, National Institute of Building for the Federal Emergency Management Agency
go back to reference Kafali C, Grigoriu M (2005) Rehabilitation decision analysis. In: Augusti G, Schuëller GI, Ciampoli M. (eds.) Proceedings of the 9th international conference on structural safety and reliability, ICOSSAR05. IOS Press, Rome Kafali C, Grigoriu M (2005) Rehabilitation decision analysis. In: Augusti G, Schuëller GI, Ciampoli M. (eds.) Proceedings of the 9th international conference on structural safety and reliability, ICOSSAR05. IOS Press, Rome
go back to reference Krawinkler H, Miranda E (2004) Performance-based earthquake engineering. In: Bozorgnia Y, Bertero VV (eds) Earthquake engineering: from engineering seismology to performance-based engineering, chapter 9. CRC Press, Boca Raton Krawinkler H, Miranda E (2004) Performance-based earthquake engineering. In: Bozorgnia Y, Bertero VV (eds) Earthquake engineering: from engineering seismology to performance-based engineering, chapter 9. CRC Press, Boca Raton
go back to reference Kustu O, Miller DD, Brokken ST (1982) Development of damage functions for high-rise building components. Report, URS/John A. Blume and Associates, Engineers, San Francisco Kustu O, Miller DD, Brokken ST (1982) Development of damage functions for high-rise building components. Report, URS/John A. Blume and Associates, Engineers, San Francisco
go back to reference Mander JB, Basoz N (1999) Seismic fragility curve theory for highway bridges. In: Optimizing post-earthquake lifeline system reliability. ASCE, New York, pp 31–40 Mander JB, Basoz N (1999) Seismic fragility curve theory for highway bridges. In: Optimizing post-earthquake lifeline system reliability. ASCE, New York, pp 31–40
go back to reference Mander JB, Sircar J (2009) Loss model for seismically damaged structures. In: Proceedings of the structures congress, ASCE, Austin, pp 1077–1086 Mander JB, Sircar J (2009) Loss model for seismically damaged structures. In: Proceedings of the structures congress, ASCE, Austin, pp 1077–1086
go back to reference Mitrani-Reiser J (2007) An ounce of prevention: probabilistic loss estimation for performance-based earthquake engineering. Thesis, California Institute of Technology, Pasadena Mitrani-Reiser J (2007) An ounce of prevention: probabilistic loss estimation for performance-based earthquake engineering. Thesis, California Institute of Technology, Pasadena
go back to reference Porter KA, Kiremidjian AS, LeGrue JS (2001) Assembly-based vulnerability of buildings and its use in performance evaluation. Earthq Spectra 17(2):291–312CrossRef Porter KA, Kiremidjian AS, LeGrue JS (2001) Assembly-based vulnerability of buildings and its use in performance evaluation. Earthq Spectra 17(2):291–312CrossRef
go back to reference Shinozuka M, Feng M, Lee J, Naganuma T (2000) Statistical analysis of fragility curves. J Eng Mech ASCE 126(12):1224–1231CrossRef Shinozuka M, Feng M, Lee J, Naganuma T (2000) Statistical analysis of fragility curves. J Eng Mech ASCE 126(12):1224–1231CrossRef
go back to reference Terzic V, Mahin SA, Comerio MC (2014) Comparative life-cycle cost and performance analysis of structural systems. In: Proceedings of the 10th national conference in earthquake engineering. Earthquake Engineering Research Institute, Anchorage Terzic V, Mahin SA, Comerio MC (2014) Comparative life-cycle cost and performance analysis of structural systems. In: Proceedings of the 10th national conference in earthquake engineering. Earthquake Engineering Research Institute, Anchorage
Metadata
Title
Downtime and Recovery Models
Author
Gian Paolo Cimellaro
Copyright Year
2016
DOI
https://doi.org/10.1007/978-3-319-30656-8_5