Abstract
Time Dependent Cyclic Constitutive Model and its Application to Some Geotechnical Problems T. Tanaka1 Summary The viscoplastic constitutive relations with kinematic strain hardening-softening model for geomaterials are developed. The constitutive models include strain-rate dependent properties based on the thoery by Duvaut-Lions. The dynamic relaxation method for static problems and the dynamic analysis for earthquake responses are applied to boundary value problems using finite element methods.
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