Paper:
Seismic Reliability of Infrastructure in Metropolitan Lima: Case Studies of Elevated Water Tanks and Bridges
Edisson Moscoso*,
, Juan Victor Zevallos Arzapalo*
, Alonzo Maximo Saire Poma*
, Jorge Gallardo*
, Guillermo Huaco*
, Fanny Eto*
, and Yoshihisa Maruyama**

*Centro Peruano Japonés de Investigaciones Sísmicas y Mitigación de Desastres (CISMID), Facultad de Ingeniería Civil, Universidad Nacional de Ingeniería (UNI)
Av. Tupac Amaru 1150, Rimac, Lima 15033, Peru
Corresponding author
**Graduate School of Engineering, Chiba University
Chiba, Japan
Critical infrastructure such as water tanks, bridges, and similar structures must remain operational after a major earthquake to support emergency response efforts and facilitate the recovery of social and economic activities. With its high population density and significant seismic risk, Metropolitan Lima contains a large proportion of such vulnerable infrastructure. However, the seismic vulnerability of these structures has not been extensively examined due to limited data availability, accessibility challenges, and other constraints. Developing methodologies tailored to Peruvian infrastructure to assess seismic reliability is therefore essential to address this gap. This study proposes a methodology for deriving fragility functions for elevated water tanks and vehicular bridges. Although the fragility functions are based on empirical models, the parameters and applications are adapted to Peruvian conditions. The research was conducted as part of the SATREPS project, Development of Integrated Expert System for Estimation and Observation of Damage Level of Infrastructure in Lima Metropolitan Area, led by the Japan–Peru Center for Earthquake Engineering Research and Disaster Mitigation at the Faculty of Civil Engineering, National University of Engineering.
- [1] A. P. Kalyani, V. R. Panchal, and D. P. Soni, “Seismic response of elevated liquid storage steel tanks isolated by VCFPS at the top of the tower under near-fault ground motions,” Int. J. of Emerging Trends in Electrical and Electronics, Vol.11, No.2, 2015.
- [2] J. P. Cordone, D. S. Panella, M. E. Tornello, C. D. Frau, and A. E. Mirasso, “Evaluación de la Vulnerabilidad de Tanques con Líquidos Peligrosos frente a Terremotos de falla cercana,” Congreso ALCONPAT, 2013 (in Spanish).
- [3] Ö Aydan, R. Ulusay, M. Hamada, and D. Beetham, “Aspectos geotécnicos de los terremotos de Darfield de 2010 y Christchurch de 2011, Nueva Zelanda, y daños geotécnicos a estructuras y líneas de vida,” Boletín de Ingeniería Geológica y Medio Ambiente, Vol.71, pp. 637-662, 2012 (in Spanish). https://doi.org/10.1007/s10064-012-0435-6
- [4] E. D. Alberto and Y. Alberto, “Seismic vulnerability of the water system in Mexico city,” N. P. López-Acosta, E. Martínez-Hernández, A. L. Espinosa-Santiago, J. A. Mendoza-Promotor, and A. Ossa López (Eds.), “Geotechnical Engineering in the XXI Century: Lessons Learned and Future Challenges,” pp. 1677-1683, IOS Press, 2019. https://doi.org/10.3233/STAL190221
- [5] R. T. Ranf, M. O. Eberhard, and M. P. Berry, “Damage to bridges during the 2001 Nisqually earthquake,” Pacific Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley, 2001.
- [6] Instituto Nacional de Estadística e Informática (INEI), “Población estimada por departamentos, provincias y distritos – 2023,” (in Spanish). https://m.inei.gob.pe/estadisticas/indice-tematico/population-estimates-and-projections/ [Accessed September 2, 2024]
- [7] CISMID–UNI, “Avances en la microzonificación sísmica de Lima, Perú,” 2019 (in Spanish). https://www.cismid.uni.edu.pe/avances-en-la-microzonificacion-sismica-de-lima-peru/ [Accessed October 1, 2024]
- [8] Z. V. Milutinovic and G. S. Trendafiloski, “An advanced approach to earthquake risk scenarios with applications to different European towns,” Risk-UE–EVK4-CT-2000-00014, 2003.
- [9] OpenSees Developers, “Open system for earthquake engineering simulation.” https://opensees.berkeley.edu/OpenSees/developer/index.php [Accessed January 2, 2025]
- [10] L. L. Dodd and J. I. Restrepo-Posada, “Model for predicting cyclic behavior of reinforcing steel,” J. of Structural Engineering, Vol.121, No.3, pp. 433-445, 1995. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:3(433)
- [11] S. Popovics, “A numerical approach to the complete stress–strain curve for concrete,” Cement and Concrete Research, Vol.3, No.5, pp. 583-599, 1973. https://doi.org/10.1016/0008-8846(73)90096-3
- [12] G. W. Housner, “The dynamic behavior of water tanks,” Bulletin of the Seismological Society of America, Vol.53, No.2, pp. 381-387, 1963. https://doi.org/10.1785/BSSA0530020381
- [13] Servicio Nacional de Capacitación para la Industria de la Construcción, “Norma Técnica de Edificación E.030 Diseño Sismorresistente,” 2020 (in Spanish).
- [14] American Society of Civil Engineers, “Minimum design loads and associated criteria for buildings and other structures (ASCE 7-22) (3rd ed.),” American Society of Civil Engineers, 2022.
- [15] Federal Emergency Management Agency (FEMA), “Hazus earthquake model technical manual,” 2020.
- [16] Ministerio de Transporte y Comunicaciones, “Manual de puentes,” 2018 (in Spanish).
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