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ABSTRACT
Time Dependent Cyclic Constitutive Model and its Application to Some Geotechnical Problems
The International Conference on Computational & Experimental Engineering and Sciences 2007, 4(4), 251-256. https://doi.org/10.3970/icces.2007.004.251
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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.Cite This Article
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
Copyright © 2007 The Author(s). Published by Tech Science Press.This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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