A NON-LINEAR SEISMIC RESPONSE ANALYSIS METHOD FOR SATURATED SOIL-STRUCTURE SYSTEM WITH ABSORBING BOUNDARY

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(199605)20:5<307::AID-NAG824>3.0.CO;2-Y" /><307::AID-NAG824>3.0.CO;2-Y 10.1002/(SICI)1096-9853(199605)20:5<307::AID-NAG824>3.0.CO;2-YzbMath0860.73053OpenAlexW1972858765MaRDI QIDQ5689599

No author found.

Publication date: 23 April 1997

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(199605)20:5<307::aid-nag824>3.0.co;2-y

zbMATH Keywords

liquefactionplane strain conditionearthquake loadingscyclic mobilityBiot's two-phase mixture theorythree-dimensional strain space multimechanism model

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)

Cites Work

• A nonreflecting plane boundary for wave propagation problems
• Dynamic behaviour of saturated porous media; The generalized Biot formulation and its numerical solution
• Evaluation ofu -w andu - π finite element methods for the dynamic response of saturated porous media using one-dimensional models
• Cyclic mobility behaviour of sand by the three‐dimensional strain space multimechanism model
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