Time domain stochastic finite element simulation towards probabilistic seismic soil-structure interaction analysis

This paper exploits the recent advances in the field of stochastic finite elements in time-domain simulation of the seismic behavior of soil-foundation-structure systems in three-dimension considering the soil parameters to be heterogeneous, anisotropic, non-Gaussian random fields, structural materi...

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Veröffentlicht in:	Soil dynamics and earthquake engineering (1984) Jg. 116; S. 460 - 475
Hauptverfasser:	Wang, Fangbo, Sett, Kallol
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Barking Elsevier Ltd 01.01.2019 Elsevier BV
Schlagworte:	Computer memory Computer simulation Distributed memory Earthquakes Finite element analysis Finite element method Gaussian process Linear systems Mathematical models Nonlinear systems Numerical schemes Parallel computing Parameter uncertainty Polynomial chaos Random field Random process Random variables Seismic activity Seismic analysis Seismic engineering Seismic response Seismic soil-structure interaction Soil analysis Soil structure Soil-structure interaction Stochastic finite elements Stochastic processes Time domain analysis Random field Parallel computing Random process Polynomial chaos Seismic soil-structure interaction Stochastic finite elements
ISSN:	0267-7261, 1879-341X
Online-Zugang:	Volltext
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