Stochastic finite element methods for the seismic response of soils

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(1998100)22:10<819::AID-NAG943>3.0.CO;2-I" /><819::AID-NAG943>3.0.CO;2-I 10.1002/(SICI)1096-9853(1998100)22:10<819::AID-NAG943>3.0.CO;2-IzbMath0933.74068OpenAlexW2028687944MaRDI QIDQ4240102

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Publication date: 9 April 2000

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(1998100)22:10<819::aid-nag943>3.0.co;2-i

zbMATH Keywords

frequency domainNeumann expansionmaterial nonlinearitiesspectral density functionpolynomial chaosdirect Monte Carlo simulationspectral decomposition methodfirst-order perturbation method

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10) Seismology (including tsunami modeling), earthquakes (86A15)

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Estimation of stochastic nonlinear dynamic response of rock-fill dams with uncertain material parameters for non-stationary random seismic excitation

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