Abstract
This study evaluates the seismic robustness of 3D r.c. structures isolated with single-concave friction pendulum system (FPS) devices by computing the seismic reliability of different models related to different malfunction cases of the seismic isolators. Considering the elastic response pseudo-acceleration as the relevant random variable, the input data have been defined by means of the Latin Hypercube Sampling technique in order to develop 3D inelastic time-history analyses. In this way, bivariate structural performance curves at each level of the r.c. structural systems as well as seismic reliability-based design abacuses for the FP devices have been computed and compared in order to evaluate the robustness of the r.c. system considering different failure cases of the FP bearings. Moreover, the seismic robustness is examined by considering both a configuration equipped with beams connecting the substructure columns and a configuration without these connecting beams in order to demonstrate their effectiveness and provide useful design recommendations for base-isolated structural systems equipped with FPS.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Alhan C, Gavin HP (2005) Reliability of base isolation for the protection of critical equipment from earthquake hazards. Eng Struct 27:1435–1449
Almazà n JL, De la Llera JC (2003a) Physical model for dynamic analysis of structures with FPS isolators. Earthquake Eng Struct Dynam 32:1157–1184. https://doi.org/10.1002/eqe.266
Almazà n JL, De la Llera JC (2003b) Physical model for dynamic analysis of structures with FPS isolators. Earthquake Eng Struct Dynam 32:1157–1184. https://doi.org/10.1002/eqe.266
Bertero RD, Bertero VV (2002) Performance-based seismic engineering: the need for a reliable conceptual comprehensive approach. Earthquake Eng Struct Dynam 31:627–652. https://doi.org/10.1002/eqe.146
Building Seismic Safety Council (1997) NEHRP commentary on the guidelines for the seismic rehabilitation of buildings. Provisions (FEMA-274). Washington, DC
Castaldo P, Amendola G, Palazzo B (2017a) Seismic fragility and reliability of structures isolated by friction pendulum devices: seismic reliability-based design (SRBD). Earthquake Eng Struct Dynam 46(3):425–446. https://doi.org/10.1002/eqe.2798
Castaldo P, Palazzo B, Della Vecchia P (2015) Seismic reliability of base-isolated structures with friction pendulum bearings. Eng Struct 95:80–93
Castaldo P, Palazzo B, Della Vecchia P (2016) Life-cycle cost and seismic reliability analysis of 3D systems equipped with FPS for different isolation degrees. Eng Struct 125:349–363
Castaldo P, Palazzo B, Ferrentino T (2017b) Seismic reliability-based ductility demand evaluation for inelastic base-isolated structures with friction pendulum devices. Earthquake Eng Struct Dynam 46(8):1245–1266
Castaldo P, Ripani M (2016) Optimal design of friction pendulum system properties for isolated structures considering different soil conditions. Soil Dyn Earthquake Eng 90:74–87
Castaldo P, Tubaldi E (2015) Influence of FPS bearing properties on the seismic performance of base-isolated structures. Earthquake Eng Struct Dynam 44(15):2817–2836
Castaldo P, Calvello M, Palazzo B (2013) Probabilistic analysis of excavation-induced damages to existing structures. Comput Geotech 53:17–30
Castaldo P, Gino D, Bertagnoli G, Mancini G (2018a) Partial safety factor for resistance model uncertainties in 2D non-linear finite element analysis of reinforced concrete structures. Eng Struct 176:746–762
Castaldo P, Gino D, Carbone VI, Mancini G (2018b) Framework for definition of design formulations from empirical and semi-empirical resistance models. Struct Concr 19(4):980–987
Castaldo P, Jalayer F, Palazzo B (2018c) Probabilistic assessment of groundwater leakage in diaphragm wall joints for deep excavations. Tunn Undergr Space Technol 71:531–543
Castaldo P, Mancini G, Palazzo B (2018d) Seismic reliability-based robustness assessment of three-dimensional reinforced concrete systems equipped with single-concave sliding devices. Eng Struct 163:373–387
Castaldo P, Palazzo B, Alfano G, Palumbo MF (2018e) Seismic reliability-based ductility demand for hardening and softening structures isolated by friction pendulum bearings. Struct Control Health Monit 25(11):e2256
Castaldo P, Ripani M, Lo Priore R (2018f) Influence of soil conditions on the optimal sliding friction coefficient for isolated bridges. Soil Dyn Earthquake Eng 111:131–148
Celarec D, Dolšek M (2013) The impact of modelling uncertainties on the seismic performance assessment of reinforced concrete frame buildings. Eng Struct 52:340–354
CEN (2006) European Committee for Standardization. Eurocode 0: basis of structural design. Final draft. Brussels
Chen J, Liu W, Peng Y, Li J (2007) Stochastic seismic response and reliability analysis of base-isolated structures. J Earthquake Eng 11:903–924
Constantinou MC, Mokha A, Reinhorn AM (1990) Teflon bearings in base isolation. II: modeling. J Struct Eng 116(2):455–474
Constantinou MC, Whittaker AS, Kalpakidis Y, Fenz DM, Warn GP (2007) Performance of seismic isolation hardware under service and seismic loading. Technical report MCEER-07-0012
Cornell CA (1968) Engineering seismic risk analysis. Bull Seismol Soc Am 58(5):1583–1606
Fagà E, Ceresa P, Nascimbene R, Moratti M, Pavese A (2016) Modelling curved surface sliding bearings with bilinear constitutive law: effects on the response of seismically isolated buildings. Mater Struct 49:2179. https://doi.org/10.1617/s11527-015-0642-2
FEMA-356 (2000) Prestandard and commentary for the seismic rehabilitation of buildings. Federal Emergency Management Agency, Washington, DC
Kelly J, Leitmann MG, Soldatos AG (1987) Robust control of base-isolated structures under earthquake excitation. J Optim Theory Appl 53(2):159–180
Kilar V, Koren D (2009) Seismic behaviour of asymmetric base isolated structures with various distributions of isolators. Eng Struct 31:910–921
Luco N, Cornell CA (2007) Structure-specific scalar intensity measures for near-source and ordinary earthquake ground motions. Earthquake Spectra 23(2):357–392
Mckey MD, Conover WJ, Beckman RJ (1979) A comparison of three methods for selecting values of input variables in the analysis from a computer code. Technometrics 21:239–245
Mishra SK, Roy BK, Chakraborty S (2013) Reliability-based-design-optimization of base isolated buildings considering stochastic system parameters subjected to random earthquakes. Int J Mech Sci 75:123–133
Mokha A, Constantinou MC, Reinhorn AM (1990) Teflon bearings in base isolation. I: testing. J Struct Eng 116(2):438–454
Naeim F, Kelly JM (1999) Design of seismic isolated structures: from theory to practice. Wiley, Chichester, UK
NTC08 (2008) Norme tecniche per le costruzioni. Gazzetta Ufficiale del 04.02.08, DM 14.01.08, Ministero delle Infrastrutture
Roy BK, Chakraborty S (2015) Robust optimum design of base isolation system in seismic vibration control of structures under random system parameters. Struct Saf 55:49–59
SAP 2000 (2002) Computers and Structures Inc., Berkley, CA
SEAOC-Vision 2000 Committee (1995) Vision 2000-a framework for performance-based earthquake engineering, vol 1. Structural Engineers Association of California, Sacramento, CA
Takewaki I (2008) Robustness of base-isolated high-rise buildings under code-specified ground motions. Tall Spec Build 17(2):257–271
Tena-Colunga A, Escamilla-Cruz JL (2007) Torsional amplifications in asymmetric base-isolated structures. Eng Struct 29(2):237–247
Zayas VA, Low SS, Mahin SA (1990) A simple pendulum technique for achieving seismic isolation. Earthquake Spectra 6:317–333
Zhao C, Chen J (2013) Numerical simulation and investigation of the base isolated NPPC building under three-directional seismic loading. Nucl Eng Des 265:484–496
Zou XK, Wang Q, Li G, Chan CM (2010) Integrated reliability-based seismic drift design optimization of base-isolated concrete buildings. J Struct Eng 136:1282–1295
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2020 Springer Nature Switzerland AG
About this paper
Cite this paper
Castaldo, P., Mancini, G., Palazzo, B. (2020). Robustness of 3D Base-Isolated R.C. Systems with FPS. In: di Prisco, M., Menegotto, M. (eds) Proceedings of Italian Concrete Days 2018. ICD 2018. Lecture Notes in Civil Engineering, vol 42. Springer, Cham. https://doi.org/10.1007/978-3-030-23748-6_2
Download citation
DOI: https://doi.org/10.1007/978-3-030-23748-6_2
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-030-23747-9
Online ISBN: 978-3-030-23748-6
eBook Packages: EngineeringEngineering (R0)