Skip to main content

Advertisement

Log in

Using the damage from 2010 Haiti earthquake for calibrating vulnerability models of typical structures in Port-au-Prince (Haiti)

  • Original Research Paper
  • Published:
Bulletin of Earthquake Engineering Aims and scope Submit manuscript

Abstract

After the 2010 Haiti earthquake, that hits the city of Port-au-Prince, capital city of Haiti, a multidisciplinary working group of specialists (seismologist, geologists, engineers and architects) from different Spanish Universities and also from Haiti, joined effort under the SISMO-HAITI project (financed by the Universidad Politecnica de Madrid), with an objective: Evaluation of seismic hazard and risk in Haiti and its application to the seismic design, urban planning, emergency and resource management. In this paper, as a first step for a structural damage estimation of future earthquakes in the country, a calibration of damage functions has been carried out by means of a two-stage procedure. After compiling a database with observed damage in the city after the earthquake, the exposure model (building stock) has been classified and through an iteratively two-step calibration process, a specific set of damage functions for the country has been proposed. Additionally, Next Generation Attenuation Models (NGA) and \(\hbox {Vs}^{30}\) models have been analysed to choose the most appropriate for the seismic risk estimation in the city. Finally in a next paper, these functions will be used to estimate a seismic risk scenario for a future earthquake.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Subscribe and save

Springer+ Basic
$34.99 /Month
  • Get 10 units per month
  • Download Article/Chapter or eBook
  • 1 Unit = 1 Article or 1 Chapter
  • Cancel anytime
Subscribe now

Buy Now

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11

Similar content being viewed by others

References

  • Abrahamson N, Silva W (2008) Summary of the Abrahamson & Silva NGA ground-motion relations. Earthq Spectra 24(1):67–97

    Article  Google Scholar 

  • Almendros J, Luzon F, Posadas A (2004) Microtremors analysis at Teide Volcano (Canary Islands, Spain): assessment of natural frequencies of vibration using time-dependent horizontal-to-vertical spectral ratios. Pure Appl Geophys 161:1579–1596

    Article  Google Scholar 

  • Aki K (1957) Space and time spectra of stationary stochastic waves, with special reference to microtremors. Bull Earthq Res Inst 35:415–456

    Google Scholar 

  • Applied Technology Council (ATC) (1996) Seismic evaluation and retrofit of concrete buildings. Report ATC-40, Redwood City, CA, USA, 346 p

  • Applied Technology Council (ATC) (2005) Improvement of Nonlinear Static Seismic Analysis Procedures, FEMA-440. CA, USA

  • Boore DM, Atkinson GM (2008) Ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5%-damped PSA at spectral periods between 0.01 s and 10.0 s. Earthq Spectra 24(1):99–138

    Article  Google Scholar 

  • Braga F, Dolce M, Liberatore D (1986) Assessment of the relationships between macroseismic intensity, type of building and damage, based on the recent Italy earthquake data. In: Proceedings 8th European conference on earthquake engineering, Lisbon, pp 39–46

  • Calais E, Freed A, Mattioli G, Amelung F, Jónsson S, Jansma P, Hong SH, Dixon T, Prépetit C, Momplaisir R (2010) Transpressional rupture of an unmapped fault during the 2010 Haiti earthquake. Nat Geosci 3:794–799

    Article  Google Scholar 

  • Campbell KW, Bozorgnia Y (2008) NGA ground motion model for the geometric mean horizontal component of PGA, PGV, PGD and 5% damped linear elastic response spectra for periods ranging from 0.01 to 10 s. Earthq Spectra 24(1):139–171

    Article  Google Scholar 

  • Campos Costa A, Sousa ML, Carvalho A, Coelho E (2006) Seismic loss scenarios based on hazard disaggregation. Application to the metropolitan region of Lisbon, Portugal. In: Oliviera CS, Goula X, Roca A (eds) Assessing and managing earthquake risk. Geo-scientific and engineering knowledge for earthquake risk mitigation: developments, tools, techniques, Springer, Netherlands, pp 449–46

  • Chiou BS-J, Youngs RR (2008) An NGA model for the average horizontal component of peak ground motion and response spectra. Earthq Spectra 24(1):173–215

    Article  Google Scholar 

  • Cox BR, Bachhuber J, Rathje E, Wood CM, Dulberg R, Kottke A, Green RA, Olson SM (2011) Shear wave velocity- and geology-based seismic microzonation of Port-au-Prince, Haiti. Earthq Spectra 27(S1):S67–S92

    Article  Google Scholar 

  • Crowley H, Pinho R, Bommer JJ (2004) A probabilistic displacement-based vulnerability assessment procedure for earthquake loss estimation. Bull Earthq Eng 2(2):173–219

    Article  Google Scholar 

  • DeMets C, Jansma PE, Mattioli GS, Dixon TH, Farina F, Bilham R, Calais E, Mann P (2000) GPS geodetic constraints on Caribbean-North America plate motion. Geophys Res Lett 27:437–440

    Article  Google Scholar 

  • DesRoches R, Comerio M, Eberhard M, Mooney W, Rix GJ (2011) Overview of the 2010 Haiti earthquak. Earthq Spectra 27(S1):1–21. doi:10.1193/1.3630129

    Article  Google Scholar 

  • FEMA (2008) HAZUS-MH Estimated Annualized Earthquake Losses for the United States (FEMA 366). Federal Emergency Management Agency, Washington, DC, USA, April 2008, 66 p

  • García-Jerez A, Luzón F, Navarro M, Pérez-Ruiz A (2006) Characterization of the sedimentary cover of the Zafarraya Basin, Southern Spain, by means of ambient noise. Bull Seismol Soc Am 96(3):957–967

    Article  Google Scholar 

  • Goodno BJ, Gould NC, Caldwell P, Gould PL (2011) Effects of the January 2010 Haitian earthquake on selected electrical equipment. Earthq Spectra 27(S1):251–276. doi:10.1193/1.3636415

    Article  Google Scholar 

  • Grünthal G (ed) (1998) European macroseismic scale 1998. In: Cahiers du Centre Européen de Geodynamique et de Seismologie, vol 15. Luxembourg

  • Hancilar U, Taucer F, Corbane C (2013) Empirical fragility functions based on remote sensing and field data after the January 12, 2010 Haiti earthquake. Earthq Spectra. doi:10.1193/121711EQS308M

  • Hayes GP, Briggs RW, Sladen A, Fielding EJ, Prentice C, Hudnut K, Mann P, Taylor F, Crone AJ, Gold R, Ito T, Simons M (2010) Complex rupture during the 12 January 2010 Haiti earthquake. Nat Geosci 3:800–805

    Article  Google Scholar 

  • Holliday L, Grant H (2011) Haiti building failures and a replicable building design for improved earthquake safety. Earthq Spectra 27(S1):277–297. doi:10.1193/1.3636386

    Article  Google Scholar 

  • Lagomarsino S, Giovinazzi S (2006) Macroseismic and mechanical models for the vulnerability and damage assessment of current buildings. Bull Earthq Eng 4:415–443. doi:10.1007/s10518-006-9024-z

    Article  Google Scholar 

  • Lang A, Marshall J (2011) Devil in the details: success and failure of Haiti’s nonengineered structures. Earthq Spectra 27(S1):S345–S372

    Article  Google Scholar 

  • Lang DH, Singh Y, Prasad JSR (2012) Comparing empirical and analytical estimates of earthquake loss assessment studies for the city of Dehradun, India. Earthq Spectra 28(2):595–619

    Article  Google Scholar 

  • Marshall J, Lang A, Baldridge S, Popp D (2011) Recipe for disaster: construction, methods, materials, and building performance in the January 2010 Haiti earthquake. Earthq Spectra 27(S1):S323–S343

    Article  Google Scholar 

  • McGuire RK (2004) Seismic hazard and risk analysis. EERI Publication No. MNO-10. Earthquake Engineering Research Institute, Oakland, CA, 221 p

  • Mix D, Kijewski-Correa T, Taflanidis AA (2011) Assessment of residential housing in Léogàne, Haiti, and identification of needs for rebuilding after the January 2010 earthquake. Earthq Spectra 27(S1):299–322. doi:10.1193/1.3637942

    Google Scholar 

  • Molina S, Lang DH, Lindholm CD (2010) SELENA: an open-source tool for seismic risk and loss assessment using a logic tree computation procedure. Comput Geosci 36(2010):257–269

    Article  Google Scholar 

  • Nakamura Y (1989) A method for dynamic characteristics estimation of subsurface using microtremor on the ground surface. Q Rep Railw Tech Res Inst 30:25–33

    Google Scholar 

  • NEHRP (2003) Recommended provisions for the development of seismic regulations for newbuildings. Building Seismic Safety Council, Washington, DC

  • O’Brien P, Eberhard M, Haraldsson O, Irfanoglu A, Lattanzi D, Lauer S, Pujol S (2011) Measures of the seismic vulnerability of reinforced concrete buildings in Haiti. Earthq Spectra 27(S1):373–386. doi:10.1193/1.3637034

    Article  Google Scholar 

  • Tokimatsu K (1997) Geotechnical site characterization using surface waves. In: Ishihara (ed) Earthquake geotechnical engineering. Balkema, Rótterdam, pp 1333–1368

Download references

Acknowledgments

This work has been developed thanks to the financial support of the Universidad Politecnica de Madrid (UPM), project SISMO-HAITI . Additionally we want to acknowledge the support of the ONEV, the CNIGS (specially Boby Piard), the MTPTC (specially Charles Baguidy), and all the Haitian people and organization which have contributed to the data compilation. We also want to thank to Dr. D. Lang and Dr. E. Erduran for their valuable contributions and the comments of two anonymous reviewers that helped to improve this paper.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to S. Molina.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Molina, S., Torres, Y., Benito, B. et al. Using the damage from 2010 Haiti earthquake for calibrating vulnerability models of typical structures in Port-au-Prince (Haiti). Bull Earthquake Eng 12, 1459–1478 (2014). https://doi.org/10.1007/s10518-013-9563-z

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10518-013-9563-z

Keywords

Navigation