Comparative Seismic Fragility Analysis of Conventional and Base Isolated Hospital Buildings Having Different Structural Systems

References

• ACI. 2008. Building code requirements for structural concrete ACI 318-08. Farmington Hills, USA: American Concrete Institute.
   Google Scholar
• ASCE. 2014. Seismic evaluation and retrofit of existing buildings ASCE/SEI 41-13. Reston, USA: American Association of Civil Engineers.
   Google Scholar
• ASCE. 2017. Minimum design loads and associated criteria for buildings and other structures ASCE/SEI 7-16. Reston, USA: American Association of Civil Engineers.
   Google Scholar
• Baker, J. W. 2015. Efficient analytical fragility function fitting using dynamic structural analysis. Earthquake Spectra 31 (1): 579–99. doi: https://doi.org/10.1193/021113EQS025M.
   Web of Science ®Google Scholar
• Bakhshi, A., and S. A. Mostafavi. 2014. Development of fragility curves for base isolated RC structures. In Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 2014, 2947–54, Porto, Portugal.
   Google Scholar
• Boroschek, R., and R. Retamales. 2004. Guía para la reducciónde de la vulnerabilidad en el diseño de nuevos establecimientos de salud. Washington, D.C.: OPS/Banco Mundial.
   Google Scholar
• Boroschek, R., P. Soto, and R. Leon. 2010. Terremoto del Maule Mw = 8.8 27 de Febrero de 2010. Informe RENADIC 10/05 Rev. 2, Santiago, Chile. (in Spanish).
   Google Scholar
• Bouc, R. 1967. Forced vibration of mechanical systems with hysteresis. In Proceedings of the 4th Conference on Non-Linear Oscillation. Prague, Czechoslovakia.
   Google Scholar
• Chopra, A. K. 1995. Dynamics of structures: Theory and applications to earthquake engineering. Englewood Cliffs, USA: Prentice Hall.
   Google Scholar
• de la Llera, J. C., C. Lüders, P. Leigh, and H. Sady. 2004. Analysis, testing, and implementation of seismic isolation of buildings in Chile. Earthquake Engineering and Structural Dynamics 33: 543–74. doi: https://doi.org/10.1002/eqe.360.
   Web of Science ®Google Scholar
• de la Llera, J. C., J. Vásquez, A. Poulos, and P. Favier. 2015. Trends in research and design of structures with seismic protection systems. In XI Congreso Chileno de Sismología e Ingeniería Sísmica ACHISINA 2015, 1–28. Santiago, Chile: Asociacion Chilena de Sismologia e Ingenieria Sismica.
   Google Scholar
• Der Kiureghian, A. 2005. Non-ergodicity and PEER’s framework formula. Earthquake Engineering and Structural Dynamics 34 (13): 1643–52. doi: https://doi.org/10.1002/eqe.504.
   Web of Science ®Google Scholar
• FEMA. 2003. HAZUS-MH MR4 Technical Manual. Washington, USA: National Institute of Building Sciences and Federal Emergency Management Agency (NIBS and FEMA).
   Google Scholar
• Ferj, M. 2016. Evaluación del desempeño sísmico de hospitales aislados y convencionales a través de un análisis de fragilidad. Santiago, Chile: Pontificia Universidad Católica de Chile.
   Google Scholar
• Grant, D. 2004. Bidirectional modelling of high-damping rubber bearings. Pavia, Italy: ROSE School.
   Google Scholar
• Han, R., Y. Li, and J. van de Lindt. 2014. Seismic risk of base isolated non-ductile reinforced concrete buildings considering uncertainties and mainshock-aftershock sequences. Structural Safety 50: 39–56. doi: https://doi.org/10.1016/j.strusafe.2014.03.010.
   Web of Science ®Google Scholar
• INN. 2009. Diseño Sísmico de Edificios (NCh 433 Of. 1996 Mod. 2009). Santiago, Chile. (in Spanish): Instituto Nacional de Normalizacion.
   Google Scholar
• INN. 2013. Análisis y Diseño de Edificios con Aislación Sísmica. (NCh 2745 Of. 2013), Santiago, Chile. (in Spanish): Instituto Nacional de Normalizacion.
   Google Scholar
• Jünemann, R., J. C. de la Llera, M. A. Hube, L. A. Cifuentes, and E. Kausel. 2015. A statistical analysis of reinforced concrete wall buildings damaged during the 2010, Chile earthquake. Engineering Structures 82: 168–85. doi: https://doi.org/10.1016/j.engstruct.2014.10.014.
   Web of Science ®Google Scholar
• Kolozvari, K., K. Orakcal, and J. W. Wallace. 2015. Modeling of cyclic shear-flexure interaction in reinforced concrete structural walls. I: Theory. Journal of Structural Engineering 141 (5): 04014135.
   Web of Science ®Google Scholar
• Lallemant, D., A. Kiremidjian, and H. Burton. 2015. Statistical procedures for developing earthquake damage fragility curves. Earthquake Engineering & Structural Dynamics 44 (9): 1373–89. doi: https://doi.org/10.1002/eqe.2522.
   Web of Science ®Google Scholar
• Massone, L. M., and J. W. Wallace. 2004. Load-deformation responses of slender reinforced concrete walls. ACI Structural Journal 101 (1): 103–13.
   Web of Science ®Google Scholar
• Mazzoni, S., F. McKenna, M. H. Scott, and G. L. Fenves. 2006. OpenSees command language manual. http://opensees.berkeley.edu/OpenSees/manuals/usermanual/OpenSeesCommandLanguageManual.pdf.
   Google Scholar
• Menegotto, M., and P. E. Pinto. 1973. Method of analysis for cyclically loaded R. C. plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending. In Proceedings of IABSE Symposium on Resistance and Ultimate Deformability of Structures Acted on by Well Defined Loads, 15–22, Lisbon, Portugal.
   Google Scholar
• MINVU. 2011a. Decreto Supremo 60, Requisitos de Diseño y Cálculo para el Hormigón Armado. Santiago, Chile. (in Spanish): Ministerio de Vivienda y Urbanismo.
   Google Scholar
• MINVU. 2011b. Decreto Supremo 61, Diseño Sísmico de Edificios. Ministerio de Vivienda y Urbanismo, Santiago, Chile. (in Spanish).
   Google Scholar
• Naeim, F., and J. M. Kelly. 1999. Design of seismic isolated structures: From theory to practice. New York, USA: John Wiley & Sons, Inc.
   Google Scholar
• NIST. 2010. Evaluation of the FEMA P-695 methodology for quantification of building seismic performance factors (NIST GCR 10-917-8), Gaithersburg, USA. http://scholar.google.com/scholar?hl=en&btnG=Search&q=intitle:Evaluation+of+the+FEMA+P-695+Methodology+for+Quantification+of+Building+Seismic+Performance+Factors#0.
   Google Scholar
• Pant, D. R., and A. C. Wijeyewickrema. 2012. On modeling viscous damping in nonlinear dynamic analysis of base-isolated reinforced concrete buildings. In 15th World Conference on Earthquake Engineering (15WCEE). Lisbon, Portugal.
   Google Scholar
• Perotti, F., M. Domaneschi, and S. De Grandis. 2013. The numerical computation of seismic fragility of base-isolated Nuclear Power Plants buildings. Nuclear Engineering and Design 262: 189–200. doi: https://doi.org/10.1016/j.nucengdes.2013.04.029.
   Web of Science ®Google Scholar
• Razvi, S., and M. Saatcioglu. 1999. Confinement model for high-strength concrete. Journal of Structural Engineering 125: 281–89. doi: https://doi.org/10.1061/(ASCE)0733-9445(1999)125:3(281).
   Web of Science ®Google Scholar
• Scott, B. D., R. Park, and M. J. N. Priestley. 1982. Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates. ACI Journal 79 (1): 13–27.
   Web of Science ®Google Scholar
• Vamvatsikos, D., and C. A. Cornell. 2002. Incremental dynamic analysis. Earthquake Engineering and Structural Dynamics 31 (3): 491–514. doi: https://doi.org/10.1002/eqe.141.
   Web of Science ®Google Scholar
• Wen, Y. K. 1976. Method for random vibration of hysteretic systems. Journal of the Engineering Mechanics Division 1012 (2): 249–63.
   Google Scholar
• Westenenk, B., J. C. De La Llera, J. J. Besa, R. Junemann, J. Moehle, C. Luders, S. J. Hwang, K. J. Elwood, and S.-J. Hwang. 2012. Response of reinforced concrete buildings in Concepcion during the maule earthquake. Earthquake Spectra 28 (S1): 257–80. doi: https://doi.org/10.1193/1.4000037.
   Google Scholar
• Yassin, M. H. M. 1994. Nonlinear analysis of prestressed concrete sructures under monotonic and cyclic loads. Berkeley: University of California.
   Google Scholar
• Zhang, J., and Y. Huo. 2009. Evaluating effectiveness and optimum design of isolation devices for highway bridges using the fragility function method. Engineering Structures 31 (8): 1648–60. doi: https://doi.org/10.1016/j.engstruct.2009.02.017.
   Web of Science ®Google Scholar