期刊
COMPUTERS AND GEOTECHNICS
卷 37, 期 4, 页码 515-528出版社
ELSEVIER SCI LTD
DOI: 10.1016/j.compgeo.2010.02.005
关键词
Seismic ground response analysis; Constitutive models; Numerical modelling; Finite element analysis
类别
资金
- Italian Ministry of Instruction, University and Research
- ReLUIS (Italian University Network of Seismic Engineering Laboratories) network
In this paper the results of 20 FE analyses of the seismic ground response of a clayey deposit, performed adopting linear visco-elastic and visco-elasto-plastic constitutive models, are presented. The viscous and linear elastic parameters are selected according to a novel calibration strategy, leading to FE results comparable to those obtained by 1D equivalent-linear visco-elastic frequency-domain analyses. The influence of plasticity on the numerical results is also investigated, with particular reference to the relation between the hysteretic and viscous damping effects. Finally, different boundary conditions, spatial discretisation and time integration parameters are considered and their role on the FE results discussed. (C) 2010 Elsevier Ltd. All rights reserved.
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