Finite element analysis of base isolated buildings subjected to earthquake loads

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1097-0207(19991210)46:10<1741::AID-NME722>3.0.CO;2-H" /><1741::AID-NME722>3.0.CO;2-H 10.1002/(SICI)1097-0207(19991210)46:10<1741::AID-NME722>3.0.CO;2-HzbMath0962.74070OpenAlexW1968947848MaRDI QIDQ4953258

A. H. Barbat, Omar Salomón, Sergio Oller

Publication date: 14 June 2001

Full work available at URL: https://doi.org/10.1002/(sici)1097-0207(19991210)46:10<1741::aid-nme722>3.0.co;2-h

zbMATH Keywords

large elastic strainslarge displacementstotal Lagrangian formulationseismic base isolationstress-strain hysteresisOgden strain energy functioninelastic effectsEl Centro earthquakefrequency-dependent viscoelastic and plastic constitutive modelshyperelastic quasi-incompressible rubber-like materialssix-storey base isolated building

Mathematics Subject Classification ID

Nonlinear elasticity (74B20) Analytic approximation of solutions (perturbation methods, asymptotic methods, series, etc.) of dynamical problems in solid mechanics (74H10) Finite element methods applied to problems in solid mechanics (74S05) Seismology (including tsunami modeling), earthquakes (86A15)

Related Items (4)

Constitutive and geometric nonlinear models for the seismic analysis of RC structures with energy dissipators ⋮ Finite element modeling of plastic hinges based on ductility demand‐capacity method using nonlinear material for dynamic analysis ⋮ Plastic‐damage analysis of reinforced concrete frames ⋮ A rheology model of high damping rubber bearings for seismic analysis: identification of nonlinear viscosity

Cites Work

• A framework for finite strain elastoplasticity based on maximum plastic dissipation and the multiplicative decomposition. II: Computational aspects
• Mullins' effect and the strain amplitude dependence of the storage modulus
• Algorithms for static and dynamic multiplicative plasticity that preserve the classical return mapping schemes of the infinitesimal theory
• Quasi-incompressible finite elasticity in principal stretches. Continuum basis and numerical algorithms
• Viscous damage model for Timoshenko beam structures
• A plastic damage constitutive model for composite materials
• A finite element formulation for nonlinear incompressible elastic and inelastic analysis
• Alternative methods for the solution of hyperelastic problems with incompressibility

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