Dynamic Response of Pavement Plates to the Positive and Negative Phases of the Friedlander Load

The dynamic response of pavement plates to a localized Friedlander load based on the threeparameter foundation model with the account of soil inertia is analyzed.

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Bibliographic Details
Date:2018
Main Authors: Alisjahbana, S.W., Safrilah, Putra, J.C.P., Asmi, A., Alisjahbana, I., Kiryu, S., Gan, B.S.
Format: Article
Language:English
Published: Інститут проблем міцності ім. Г.С. Писаренко НАН України 2018
Series:Проблемы прочности
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Online Access:http://dspace.nbuv.gov.ua/handle/123456789/173989
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Journal Title:Digital Library of Periodicals of National Academy of Sciences of Ukraine
Cite this:Dynamic Response of Pavement Plates to the Positive and Negative Phases of the Friedlander Load / S.W. Alisjahbana, Safrilah, J.C.P. Putra, A. Asmi, I. Alisjahbana, S. Kiryu, B.S. Gan// Проблемы прочности. — 2018. — № 5. — С. 22-30. — Бібліогр.: 18 назв. — англ.

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Digital Library of Periodicals of National Academy of Sciences of Ukraine