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ABSTRACT

Time Dependent Cyclic Constitutive Model and its Application to Some Geotechnical Problems

T. Tanaka1

1 Department of Biological & Environmental Engineering, University of Tokyo, Bunkyo-Ku, Tokyo, Japan

The International Conference on Computational & Experimental Engineering and Sciences 2007, 4(4), 251-256. https://doi.org/10.3970/icces.2007.004.251

Abstract

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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APA Style
Tanaka, T. (2007). Time dependent cyclic constitutive model and its application to some geotechnical problems. The International Conference on Computational & Experimental Engineering and Sciences, 4(4), 251-256. https://doi.org/10.3970/icces.2007.004.251
Vancouver Style
Tanaka T. Time dependent cyclic constitutive model and its application to some geotechnical problems. Int Conf Comput Exp Eng Sciences . 2007;4(4):251-256 https://doi.org/10.3970/icces.2007.004.251
IEEE Style
T. Tanaka, "Time Dependent Cyclic Constitutive Model and its Application to Some Geotechnical Problems," Int. Conf. Comput. Exp. Eng. Sciences , vol. 4, no. 4, pp. 251-256. 2007. https://doi.org/10.3970/icces.2007.004.251



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