Finite element analysis of base isolated buildings subjected to earthquake loads

International Journal for Numerical Methods in Engineering

Volumn 46, Issue 10, 1999, Pages 1741-1761

  Salomón, Omar ^a   Oller, Sergio ^b   Barbat, Alex ^b  

^a UNIVERSIDAD NACIONAL DEL NORDESTE   (Argentina)

^b UNIVERSITAT POLITÈCNICA DE CATALUNYA   (Spain)

Author keywords

Elastomers; Rubber like materials; Seismic base isolation

Indexed keywords

BUILDINGS; EARTHQUAKE RESISTANCE; ELASTICITY; ENERGY DISSIPATION; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STRAIN; STRUCTURAL ANALYSIS; VISCOELASTICITY; VISCOPLASTICITY;

INELASTIC EFFECTS; OGDEN STRAIN ENERGY FUNCTION;

ELASTOMERS;

BASE ISOLATION; DAMPING; FINITE ELEMENT METHOD; SEISMIC RESPONSE;

EID: 0033544663     PISSN: 00295981     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1097-0207(19991210)46:10<1741::AID-NME722>3.0.CO;2-H     Document Type: Article

References (33)

1. SMiRT11. Seismic Isolation and Response Control for Nuclear and Non-Nuclear Structures. Structural Mechanics in Reactor Technology, SMiRT11, Tokyo, 1991.
2. Skinner RI, Robinson WH, McVerry G. An Introduction to Seismic Isolation. Wiley: Chichester, 1993.
3. Barbat AH, Bozzo LM. Seismic analysis of base isolated buildings. Archives of Computational Methods in Engineering 1997; 4(2):153-192.
4. Kelly JM. Dynamic and Failure Characteristics of Bridgestone Isolation Bearings. Earthquake Engineering Research Center, College of Engineering, University of California at Berkeley, 1991.
5. Kelly JM. Final Report on the International Workshop on the Use of Rubber-Based Bearing for the Earthquake Protection of Buildings. Earthquake Engineering Research Center, College of Engineering, University of California at Berkeley, 1995.
6. Koh CG, Kelly JM. Viscoelastic stability model for elastomeric isolation bearings. Journal of Structural Engineering 1989; 115(2):285-302.
7. Ali HM, Abdel-Ghaffar AM. Modelling of rubber and lead passive-control bearings for seismic analysis. Journal of Structural Engineering 1995; 121(7):1134-1144.
8. Fuller KNG, Gough J, Pound TJ, Ahmadi HR. High damping natural rubber seismic isolators. Journal of Structural Control 1997; 4(2):19-40.
9. Hwang JS, Ku SW. Analytical modelling of high damping rubber bearings. Journal of Structural Engineering 1997; 123(8):1029-1036.
10. Molinares N, Barbat AH. Edificios con aislamiento de base no lineal. Monografías de Ingeniería Sísmica 5, Centro Internacional de Métodos Numéricos en Ingeniería, CIMNE, Barcelona, 1994.
11. Barbat AH, Miquel-Canet J. Estructuras Sometidas a Acciones Sísmicas. Centro Internacional de Métodos Numéricos en Ingeniería, CIMNE, Barcelona, 1994.
12. Nagarajaiah S, Reinhorn AM, Constantinou MC. Nonlinear dynamic analysis of 3-D-Base-isolated structures. Journal of Structural Engineering 1991; 117(7):2035-2054.
13. Nagarajaiah S, Li C, Reinhorn A. Constantsnou M. 3D-BASIS-TABS: version 2.0 computer program for nonlinear dynamic analysis of three dimensional base isolated structures. Technical Report NCEER-94-0018, National Center for Earthquake Engineering Research, University at Buffalo, 1994.
14. Herrmann LR, Hamidi R, Shafigh-Nobari F, Lim CK. Nonlinear behavior of elastomeric bearings. I: Theory. Journal of Engineering Mechanics 1988; 114(11):1811-1830.
15. Moore JK. A nonlinear finite element analysis of elastomeric bearings. Ph.D. thesis, Department of Civil Engineering, University of California at Davis, 1982.
16. Herrmann LR, Hamidi R, Shafigh-Nobari F, Ramaswamy A. Nonlinear behavior of elastomeric bearings. II: FE analysis and verification. Journal of Engineering Mechanics 1998; 114(11):1831-1853.
17. Oller S, Oñate E, Miquel J, Botello S. A plastic damage constitutive model for composite materials. International Journal of Solids and Structures 1996; 33(17):2501-2518.
18. Barbat A, Oller S, Oñate E, Hanganu A. Viscous damage model for Timoshenko beam structures. International Journal of Solids and Structures 1997; 34(30):3953-3976.
19. Ogden RW. Non-Linear Elastic Deformations. Ellis Horwood: Chichester, England, 1984.
20. Morman K. The generalized strain measure with application to non-homogeneous deformations in rubber-like solids. Journal of Applied Mechanics 1986; 53:726-728.
21. Simo JC, Taylor RL. Quasi-incompressible finite elasticity in principal stretches. Continuum basis and numerical algorithms. Computer Methods in Applied Mechanics and Engineering 1991; 85:273-310.
22. Govindjee S, Simo JC. Mullins' effect and the strain amplitude dependence of the storage modulus. International Journal of Solids and Structures 1992; 29(14/15):1737-1751.
23. Kaliske M, Gebbeken N, Rothert H. A generalized approach to inelastic behaviour at finite strains-Application to polymeric material. Proceedings of the Fifth International Conference on Computational Plasticity, Centro Internacional de Métodos Numéricos en Ingeniería, CIMNE: Barcelona, 1997:937-944.
24. Salomón O, Oller S, Barbat A. Modelling of laminated elastomeric passive-control bearing for seismic analysis. Fourth World Congress on Computational Mechanics, Buenos Aires, Argentina, 1998.
25. Simo JC. Algorithms for static and dynamic multiplicative plasticity that preserve the classical return mapping schemes of the infinitesimal theory. Computer Methods in Applied Mechanics and Engineering 1992; 99:61-112.
26. Sussman T, Bathe K. A finite element formulation for nonlinear incompressible elastic and inelastic analysis. Computers and Structures 1987; 26(1/2):357-409.
27. Gadala MS. Alternative methods for the solution of hyperelastic problems with incompressibility. Computers and Structures 1992; 42(1)1-10.
28. Bathe KJ. Finite Element Procedures. Prentice-Hall: NJ, 1996.
29. Simo JC. A framework for finite strain elastoplasticity based on maximum plastic dissipation and the multiplicative decomposition: Part 2 Computational aspects. Computer Methods in Applied Mechanics and Engineering 1988; 68:1-31.
30. Hanganu DA. Análisis no lineal estático y dinámico de estructuras de hormigón armado mediante modelos de daño. Ph.D. Thesis, Escuela Tecnica Superior de Ingenieros de Caminos Canales y Puertos de Barcelona, Universidad Politécnica de Cataluña, 1997.
31. Oller S. Modelización Numérica de Materiales Friccionales. Monografía 3, Centro Internacional de Métodos Numéricos en Ingeniería, CIMNE, Barcelona, 1991.
32. Oñate E. Cálculo de Estructuras por el Método de los Elementos Finitos. Centro Internacional de Métodos Numéricos en Ingeniería, CIMNE, Barcelona, 1992.
33. Salomón O. Estructuras con sistema de aislamiento sísmico. Análisis por elementos finitos. Master's Thesis, Escuela Técnica Superior de Ingenieros de Caminos Canales y Puertos de Barcelona, Universidad Politécnica de Cataluña, 1995.