Vertical nonlinear response of single and 2 × 2 group pile under strong harmonic excitation-Reference-Cited by-同舟云学术

Vertical nonlinear response of single and 2 × 2 group pile under strong harmonic excitation

Published:2022-01-11 Issue:1 Volume:47 Page:
ISSN:0256-2499
Container-title:Sādhanā
language:en
Short-container-title:Sādhanā

Author:

Biswas Sanjit,Ralli Rohit^ORCID,Manna Bappaditya^ORCID,Choudhary Shiva Shankar,Datta Manoj

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Link

https://link.springer.com/content/pdf/10.1007/s12046-021-01789-9.pdf

Reference28 articles.

1. Novak M 1974 Dynamic stiffness and damping of piles. Can. Geotech. J. 11: 574–598

2. Baranov V A 1967 On the calculation of excited vibrations of an embedded foundation. Vopr. Dinam. Prochnocti Polytech 14: 195–209

3. Novak M, Nogami T and Aboul-Ella F 1978 Dynamic soil reactions for plane strain case. J. Eng. Mech. 104(4): 953–959

4. Novak M and Aboul-Ella F 1978 Impedance functions for piles embedded in layered medium. J. Eng. Mech. 104(3): 643–661

5. Novak M and Sheta M 1980 Approximate approach to contact problems of piles. In: Proceedings of Dynamic Response of Pile Foundations: Analytical Aspects M O’Neill et al Eds. New York, pp. 53–79

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