Abstract
The existing reinforced concrete buildings typical of the Mediterranean area commonly have poor seismic performance and high vulnerability to the seismic events. As demonstrated by recent post-earthquake reconstruction processes, they commonly exhibited significant damage to structural components and to infills and partitions resulting in very high repair costs. This suggests that effective seismic strengthening interventions should aim at both improving the safety and reducing the expected annual losses. Nowadays, the seismic retrofitting of existing RC buildings by using base isolation is becoming popular because of the high effectiveness as seismic protection strategy. However, the high costs of installation are limiting the widespread in the common design practice. In this context, a unique design parameter capable of combining the increasing seismic safety, the cost of installation and the reduction of the expected losses can be useful to draw simple cost-benefits considerations. This research work proposes a PBEE-based methodology to quantify the Pay-Back Time (PBT) of seismic retrofit solutions for existing RC buildings. The non-linear response of base isolated building is assessed and a comparison with different strengthening solutions is proposed to show the applicability of the PBT as a unique design parameter to select the most effective retrofit solution. A database of 59 RC buildings retrofitted by using base isolation during the L’Aquila reconstruction process, where actual retrofit costs are available, is used for the validation. Finally, these data are used to calibrate a simple formulation of the PBT to be used in the design practice.
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References
ATC−Applied Technology Council FP-58 (2012a) Next-generation seismic performance assessment for buildings, vol 1, methodology. Fed Emerg Manag Agency, Washington, DC
ATC−Applied Technology Council FP-58 (2012b) Next-generation seismic performance assessment for buildings, vol 2—implementation Guide. Fed Emerg Manag Agency, Washington, DC
Baggio C, Bernardini A, Colozza R et al (2007) Field Manual for post-earthquake damage and safety assessment and short term countermeasures ( AeDES ). JRC Sci Thechnical Reports, 1–100
Bakis CE, Bank LC, Brown VL et al (2002) Fiber-reinforced polymer composites for construction—state-of-the-art review. J Compos Constr 6:73–87. https://doi.org/10.1061/(ASCE)1090-0268(2002)6:2(73)
Cardone D (2016) Fragility curves and loss functions for RC structural components with smooth rebars. Earthq Struct 10:1181–1212. https://doi.org/10.12989/eas.2016.10.5.1181
Cardone D, Flora A, De Luca PM, Martoccia A (2019) Estimating direct and indirect losses due to earthquake damage in residential RC buildings. Soil Dyn Earthq Eng 126:105801. https://doi.org/10.1016/j.soildyn.2019.105801
Cardone D, Gesualdi G, Perrone G (2019) Cost-benefit analysis of alternative retrofit strategies for RC frame buildings. J Earthq Eng 23:208–241. https://doi.org/10.1080/13632469.2017.1323041
Cardone D, Perrone G (2017) Damage and loss assessment of Pre-70 RC frame buildings with FEMA P-58. J Earthq Eng 21:23–61. https://doi.org/10.1080/13632469.2016.1149893
Cardone D, Perrone G (2015) Developing fragility curves and loss functions for masonry infill walls. Earthq Struct 9:257–279. https://doi.org/10.12989/eas.2015.9.1.257
Cardone D, Perrone G, Piesco V (2019) Developing collapse fragility curves for base-isolated buildings. Earthq Eng Struct Dyn 48:78–102. https://doi.org/10.1002/eqe.3126
Cardone D, Rossino M, Gesualdi G (2018) Estimating fragility curves of pre-70 RC frame buildings considering different performance limit states. Soil Dyn Earthq Eng 115:868–881. https://doi.org/10.1016/j.soildyn.2017.11.015
Cardone D, Sullivan TJ, Gesualdi G, Perrone G (2017) Simplified estimation of the expected annual loss of reinforcedconcrete buildings. Earthq Eng Struct Dyn, 46
CEN (2005) Design of structures for earthquake resistance—Part 3: Assessment and reofitting of buildings. EN-1998-3, Eurocode 8. European Committee for Standardization, Brussell
Clemente P, Martelli A (2019) Seismically isolated buildings in Italy: state-of-the-art review and applications. Soil Dyn Earthq Eng 119:471–487. https://doi.org/10.1016/j.soildyn.2017.12.029
Colangelo F (1999) Qualificazione risposta sismica pseudodinamica e modelli fenomenologici di portali di c.a tamponati con laterizio
Computers and Structures (2007) SAP 2000. Linear and nonlinear static and dynamic analysis and design of three dimensional structures. CSi, Berkeley, CA
Cosenza E, Del Vecchio C, Di Ludovico M et al (2018) The Italian guidelines for seismic risk classification of constructions: technical principles and validation. Bull Earthq Eng. https://doi.org/10.1007/s10518-018-0431-8
Cosenza E, Manfredi G (2000) Damage indices and damage measures. Prog Struct Eng Mater 2:50–59. https://doi.org/10.1002/(sici)1528-2716(200001/03)2:1%3c50::aid-pse7%3e3.3.co;2-j
Del Vecchio C, Di Ludovico M, Pampanin S, Prota A (2018) Repair costs of existing rc buildings damaged by the l’aquila earthquake and comparison with FEMA P-58 predictions. Earthq Spectra. https://doi.org/10.1193/122916EQS257M
Del Vecchio C, Di Ludovico M, Prota A (2020) Repair costs of reinforced concrete building components: from actual data analysis to calibrated consequence functions. Earthq Spectra, 1–25. https://doi.org/10.1177/8755293019878194
Di Ludovico M, Prota A, Manfredi G (2019) Leggi di correlazione dannno costo per la definizione di scenari di perdite da sisma
Di Ludovico M, Prota A, Moroni C et al (2017) Reconstruction process of damaged residential buildings outside historical centres after the L’Aquila earthquake: part II—“heavy damage” reconstruction. Springer, Netherlands
DPC-ReLUIS (2011) Linee Guida Per Riparazione E Rafforzamento Di Elementi Strutturali, Tamponature E Partizioni (in Italian), Doppiavoce
European Committee (2004) Eurocode 8 Design of structures for earthquake resistance
Fajfar P (2000) A nonlinear analysis method for performance-based seismic design. Earthq Spectra 16(3):573–592
fib bulletin 90 (2019) Externally applied FRP reinforcement for concrete structures. Fédération internationale du béton (fib), 2019
Fico R, Sabino A, Pipponzi G et al (2019) The emergency management and reconstruction process in small towns: the case of Barisciano (AQ). In: Dynamic interaction of oil and structure (DISS_19). L’Aquila
Frascadore R, Di Ludovico M, Prota A et al (2015) Local strengthening of RC structures as a strategy for seismic risk mitigation at regional scale. Earthq Spectra 31:1083–1102. https://doi.org/10.1193/122912EQS361M
Galanis PH, Moehle JP (2015) Development of collapse indicators for risk assessment of older-type reinforced concrete buildings. Earthq Spectra 31:1991–2006. https://doi.org/10.1193/080613EQS225M
Iervolino I, Galasso C, Cosenza E (2010) REXEL: computer aided record selection for code-based seismic structural analysis. Bull Earthq Eng 8:339–362. https://doi.org/10.1007/s10518-009-9146-1
Kelly JM (1982) The influence of base isolation on the seismic response of light secondary equipment, Report No. UCB/EERC41/17. Earthquake Engineering Research Center, University of California, Berkeley, CA
Lignola G, Di Sarno L, Di Ludovico M, Prota A (2016) The protection of artistic assets through the base isolation of historical buildings: a novel uplifting technology. Mater Struct Constr 49:4247–4263. https://doi.org/10.1617/s11527-015-0785-1
Mannella A, Di Ludovico M, Sabino A et al (2017) Analysis of the population assistance and returning home in the reconstruction process of the 2009 L’aquila earthquake. Sustain 9. https://doi.org/10.3390/su9081395
MIT (2018) Aggiornamento delle «Norme tecniche per le costruzioni» (in Italian). Supplemento ordinario n. 8 alla GAZZETTA UFFICIALE del 20–2–2018. Italy
Naeim F, Kelly JM (1999) Design of seismic isolated structures. Wiley, New York
O’Reilly GJ, Calvi GM (2019) Conceptual seismic design in performance-based earthquake engineering. Submitt to Earthq Eng Struct Dyn. https://doi.org/10.1002/eqe.3141
O’Reilly GJ, Sullivan TJ (2018) Probabilistic seismic assessment and retrofit considerations for Italian RC frame buildings. Springer, Netherlands
Ozkaya C, Akyuz U, Caner A et al (2011) Development of a new rubber seismic isolator: ‘Ball Rubber Bearing (BRB).’ Earthq Eng Struct Dyn, 1337–1352. https://doi.org/10.1002/eqe.1091
Panagiotakos TB, Fardis MN (1996) Seismic response of infilled RC frames structures. In: Proceedings of the eleventh world conference on earthquake engineering, Mexico, Paper No. 225
Polese M, Di Ludovico M, Gaetani d’Aragona M et al (2020) Regional vulnerability and risk assessment accounting for local building typologies. Int J Disaster Risk Reduct 43. https://doi.org/10.1016/j.ijdrr.2019.101400
Porter K (2003) An Overview of PEER’s Performance-Based Earthquake Engineering Methodology. In: Ninth international conference on applications of statistics and probability in civil engineering
Ragni L, Cardone D, Conte N et al (2018) Modelling and seismic response analysis of Italian code-conforming base-isolated buildings. J Earthq Eng 22:198–230. https://doi.org/10.1080/13632469.2018.1527263
Ricci P, De Luca F, Verderame GM (2011) 6th April 2009 L’Aquila earthquake, Italy: Reinforced concrete building performance. Bull Earthq Eng 9:285–305. https://doi.org/10.1007/s10518-010-9204-8
Shi Y, Kurata M, Nakashima M (2020) Disorder and damage of base-isolated medical facilities when subjected to near-fault and long-period ground motions. Earthq Eng Struct Dyn, 1683–1701. https://doi.org/10.1002/eqe.2417
Skinner RI, McVerry GH (1975) Base Isolation for increased earthquake resistance of buildings. Bull New Zeal Soc earthqauke Eng 8:93–101
STR. LL.PP. (2017) Abruzzo region price list 2017 Edition. Abruzzo, Italy
Takeda T, Sozen MA, Nielsen NN (1971) Reinforce Concrete Response to Simulated Earthquakes. In: Technical Research Report
Verderame GM, De Luca F, Ricci P, Manfredi G (2010) Preliminary analysis of a soft-storey mechanism after the 2009 L’Aquila earthquake. Earthq Eng Struct Dyn 40:925–944. https://doi.org/10.1002/eqe.1069
Zayas V, Low S, Mahin S (1987) The FPS earthquake protection system: experimental report. Report No. UCB/EERC-87/01. Earthquake engineering research center, University of California, Berkeley, California
Zhou FL, Yang Z, Liu WG, Tan P (2004) New Seismic Isolation System for Irregular Structure With the Largest Isolation Building Area in the World. In: 13th World Conf Earthq Eng, pp 1–11
Acknowledgements
This study was performed within the framework of the PE 2019–2021 joint program DPC-ReLUIS, WP5 “Fast and Integrated Retrofit Interventions”, WP4 “Seismic Risk Maps” and WP7 “Post-earthquake analysis: usability, damage, seismic design of repair and strengthening interventions. The support of the Campania Region for funding the PhD grant of Andrea Natale through the project POR CAMPANIA FSE 2014/2020 is gratefully acknowledged.
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Natale, A., Del Vecchio, C. & Di Ludovico, M. Seismic retrofit solutions using base isolation for existing RC buildings: economic feasibilty and pay-back time. Bull Earthquake Eng 19, 483–512 (2021). https://doi.org/10.1007/s10518-020-00988-9
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DOI: https://doi.org/10.1007/s10518-020-00988-9