Seismic Loss Estimation Using Experimental Fragility and Vulnerability Functions: Case Study of Buzau County, Romania
Publication: Natural Hazards Review
Volume 23, Issue 1
Abstract
This paper is focused on the seismic risk assessment of Buzau County in Romania. This county overlays the most active seismic source in the region, namely, the Vrancea intermediate-depth seismic source which has produced nine earthquakes with moment magnitude in the last two centuries. Over 40% of the population within this county inhabits traditional adobe buildings for which there are very few available fragility or vulnerability functions in the literature. To overcome this shortcoming, in this study, both fragility and vulnerability functions are developed based on recent experimental research performed at the Technical University of Civil Engineering of Bucharest. The seismic risk assessment is performed using two approaches based on both fragility and vulnerability functions. The results of the analyses show considerable differences between the two risk assessment methods and a significant influence of the fragility of the adobe structures on the seismic risk results.
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Data Availability Statement
No data, models, or code were generated or used during the study.
Acknowledgments
This study was supported by a grant from the Romanian National Authority for Scientific Research and Innovation, CNCS—UEFISCDI, project number PN-III-P2-2.1-PED-2016-1073. The first two authors gratefully acknowledge the financial support. The constructive feedback from three anonymous reviewers is greatly appreciated by the authors as it has helped to considerably improve the quality of the original manuscript.
References
Albarello, D., and M. Mucciarelli. 2002. “Seismic hazard estimates from ill-defined macroseismic data at a site.” Pure Appl. Geophys. 159 (6): 1289–1304. https://doi.org/10.1007/s00024-002-8682-2.
Arion, C., F. Pavel, R. Vacareanu, C. Neagu, M. Iancovici, V. Popa, and I. Damian. 2018. “Seismic risk assessment of Romania.” In Seismic hazard and risk assessment: Updated overview with emphasis on Romania, edited by R. Vacareanu and C. Ionescu, 251–265. Cham, Switzerland: Springer.
Baltzopoulos, G., R. Baraschino, I. Iervolino, and D. Vamvatsikos. 2017. “SPO2FRAG: Software for seismic fragility assessment based on static pushover.” Bull. Earthquake Eng. 15 (10): 4399–4425. https://doi.org/10.1007/s10518-017-0145-3.
Beauval, C., P.-Y. Bard, S. Hainzl, and P. Guéguen. 2008. “Can strong-motion observations be used to constrain probabilistic seismic-hazard estimates?” Bull. Seismol. Soc. Am. 98 (2): 509–520. https://doi.org/10.1785/0120070006.
D’Amico, V., and D. Albarello. 2008. “SASHA: A computer program to assess seismic hazard from intensity data.” Seismol. Res. Lett. 79 (5): 663–671.
Dutu, A., M. Niste, and I. Spatarelu. 2018a. “In-plane static cyclic testes on traditional Romanian houses’ walls.” In Proc., 16th European Conf. on Earthquake Engineering. Thessaloniki, Greece: Univ. of Thessaloniki. http://papers.16ecee.org/files/16ECEE-12033-Dutu.pdf.
Dutu, A., M. Niste, I. Spatarelu, D. I. Dima, and S. Kishiki. 2018b. “Seismic evaluation of Romanian traditional buildings with timber frame and mud masonry infills by in-plane static cyclic tests.” Eng. Struct. 167 (Jul): 655–670. https://doi.org/10.1016/j.engstruct.2018.02.062.
Fajfar, P. 2000. “A nonlinear analysis method for performance-based seismic design.” Earthquake Spectra 16 (3): 573–592. https://doi.org/10.1193/1.1586128.
FEMA (Federal Emergency Management Agency). 2012. Multi-hazard loss estimation methodology. Earthquake model—HAZUS MH 2.1. Washington, DC: FEMA.
Georgescu, E. S., and A. Pomonis. 2008 “The Romanian earthquake of March 4, 1977 revisited: New insights into its territorial, economic and social impacts and their bearing on the preparedness for the future.” In Proc., 14th World Conf. on Earthquake Engineering. Beijing: Chinese Association of Earthquake Engineering.
Kappos, A., G. Panagopoulos, C. Panagiotopoulos, and G. Penelis. 2006. “A hybrid method for the vulnerability assessment of R/C and URM buildings.” Bull. Earthquake Eng. 4 (4): 391–413. https://doi.org/10.1007/s10518-006-9023-0.
KOERI. 2002. Earthquake risk assessment for Istanbul metropolitan area. Istanbul, Turkey: Bogazici Univ.
Lagomarsino, S., and S. Giovinazzi. 2006. “Macroseismic and mechanical models for the vulnerability and damage assessment of current buildings.” Bull. Earthquake Eng. 4 (4): 415–443. https://doi.org/10.1007/s10518-006-9024-z.
Lungu, D., A. Aldea, C. Arion, T. Cornea, and R. Vacareanu. 2002. “Risk-UE, WP1: European distinctive features, inventory database and typology.” In Proc., Earthquake Loss Estimation and Risk Reduction. Contributions from the 2nd Int. Conf. on Vrancea Earthquakes, edited by D. Lungu, F. Wenzel, P. Mouroux, and I. Tojo, 251–271. Bucharest, Romania: Technical Univ. of Civil Engineering.
Pavel, F., I. Calotescu, R. Vacareanu, and A. M. Sandulescu. 2018a. “Assessment of seismic risk scenarios for Bucharest, Romania.” Supplement, Nat. Hazards 93 (S1): 25–37. https://doi.org/10.1007/s11069-017-2991-3.
Pavel, F., and R. Vacareanu. 2017. “Spatial correlation of ground motions from Vrancea (Romania) intermediate depth earthquakes.” Bull. Seismol. Soc. Am. 107 (1): 489–494. https://doi.org/10.1785/0120160095.z.
Pavel, F., R. Vacareanu, I. Calotescu, A. M. Sandulescu, C. Arion, and C. Neagu. 2017. “Impact of spatial correlation of ground motions on seismic damage for residential buildings in Bucharest, Romania.” Nat. Hazards 87 (2): 1167–1187. https://doi.org/10.1007/s11069-017-2814-6.
Pavel, F., R. Vacareanu, I. Damian, C. Arion, and C. Neagu. 2018b. “Updated seismic risk analysis for residential buildings in Bucharest, Romania.” In Proc., 16th European Conf. on Earthquake Engineering. Thessaloniki, Greece: Univ. of Thessaloniki.
Pavel, F., R. Vacareanu, J. Douglas, M. Radulian, C. Cioflan, and A. Barbat. 2016. “An updated probabilistic seismic hazard assessment for Romania and comparison with the approach and outcomes of the SHARE project.” Pure Appl. Geophys. 173 (6): 1881–1905. https://doi.org/10.1007/s00024-015-1223-6.
Preciado, A., A. Ramirez-Gaytan, J. C. Santos, and O. Rodriguez. 2020. “Seismic vulnerability assessment and reduction at a territorial scale on masonry and adobe housing by rapid vulnerability indicators: The case of Tlajomulco, Mexico.” Int. J. Disaster Risk Reduct. 44 (Apr): 101425. https://doi.org/10.1016/j.ijdrr.2019.101425.
Radulian, M., A. Bala, E. Popescu, and D. Toma-Danila. 2018. “Earthquake mechanism and characterization of seismogenic zones in south-eastern part of Romania.” Ann. Geophys. 61 (1): SE108. https://doi.org/10.4401/ag-7443.
Sandi, H. 1986. “WG Vulnerability and risk analysis 455 for individual structures and systems.” In Proc., 8th European Conf. on Earthquake Engineering. Lisbon, Portugal: Laboratório Nacional de Engenharia Civil.
Seismic Building Codes. 2013. Code for seismic design—Part I—Design prescriptions for buildings.. Bucharest, Romania: Ministry of Regional Development and Public Administration.
Tarque, N., H. Crowley, R. Pinho, and H. Varum. 2012. “Displacement-based fragility curves for seismic assessment of adobe buildings in Cusco, Peru.” Earthquake Spectra 28 (2): 759–794. https://doi.org/10.1193/1.4000001.
Vacareanu, R., M. Iancovici, C. Neagu, and F. Pavel. 2015a. “Macroseismic intensity prediction equations for Vrancea intermediate-depth seismic source.” Nat. Hazards 79 (3): 2005–2031. https://doi.org/10.1007/s11069-015-1944-y.
Vacareanu, R., M. Radulian, M. Iancovici, F. Pavel, and C. Neagu. 2015b. “Fore-arc and back-arc ground motion prediction model for Vrancea intermediate depth seismic source.” J. Earthquake Eng. 19 (3): 535–562. https://doi.org/10.1080/13632469.2014.990653.
Vamvatsikos, D., and C. A. Cornell. 2006. “Direct estimation of the seismic demand and capacity of oscillators with multi-linear static pushovers through IDA.” Earthquake Eng. Struct. Dyn. 35 (9): 1097–1117. https://doi.org/10.1002/eqe.573.
Wald, D. J., and T. I. Allen. 2007. “Topographic slope as a proxy for seismic site conditions and amplification.” Bull. Seismol. Soc. Am. 97 (5): 1379–1395. https://doi.org/10.1785/0120060267.
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© 2021 American Society of Civil Engineers.
History
Received: Jun 2, 2020
Accepted: Aug 15, 2021
Published online: Sep 24, 2021
Published in print: Feb 1, 2022
Discussion open until: Feb 24, 2022
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