Pasternak Model Formulation of Elastic Displacements in the Case of a Rigid Circular Foundation-Reference-Cited by-同舟云学术

Pasternak Model Formulation of Elastic Displacements in the Case of a Rigid Circular Foundation

Published:2007-05 Issue:1 Volume:6 Page:167-173
ISSN:1346-7581
Container-title:Journal of Asian Architecture and Building Engineering
language:en
Short-container-title:Journal of Asian Architecture and Building Engineering

Author:

Tanahashi Hideaki¹

Affiliation:

1. Director, TASS Design Institute, Researcher, Disaster Prevention Research Institute, Kyoto University, Japan

Publisher

Informa UK Limited

Subject

Arts and Humanities (miscellaneous),Building and Construction,Cultural Studies,Architecture,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.3130/jaabe.6.167

Reference6 articles.

1. Filonenko-Borodich, M.M. (1940) Some approximate theories of elastic foundation, Uchenyie Zapiski Moskovskogo Gosudarstuennogo Universiteta Mekhanika, Moscow, 46, pp.3-18 (in Russian).

2. Hetényi, M. (1946) Beams on elastic foundation, The University of Michigan Press, Ann Arbor.

3. Pasternak, P.L. (1954) On a new method of analysis of an elastic foundation by means of two foundation constants, Gosudarstvennoe Izdatelstvo Literaturi po Stroitelstuve i Arkhitekture, Moscow (in Russian).

4. Vlasov, V.Z. and Leont'ev, N.N. (1966) Beams, plates and shells on elastic foundations, Israel Program for Scientific Translations, Jerusalem (Translated from Russian; original Russian version published in 1960).

5. Washizu, K. (1975) Variational methods in elasticity and plasticity, Second edition, Pergamon Press.

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