Please use this identifier to cite or link to this item: http://nopr.niscpr.res.in/handle/123456789/24182
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dc.contributor.authorRao, G Venkateswara-
dc.date.accessioned2013-11-25T09:28:37Z-
dc.date.available2013-11-25T09:28:37Z-
dc.date.issued2003-02-
dc.identifier.issn0975-1017 (Online); 0971-4588 (Print)-
dc.identifier.urihttp://hdl.handle.net/123456789/24182-
dc.description92-94en_US
dc.description.abstractThe phenomenon of the existence of a transition foundation stiffness for the buckling problem of a simply supported column on Winkler foundation is well -known. It is also shown that such a phenomenon does not exist for a simply supported beam for the vibration problem. This paper presents a study of the aforementioned phenomenon with respect to a simply supported beam, subjected to an initial axial load, resting on a Winkler Foundation.en_US
dc.language.isoen_USen_US
dc.publisherNISCAIR-CSIR, Indiaen_US
dc.rights CC Attribution-Noncommercial-No Derivative Works 2.5 Indiaen_US
dc.sourceIJEMS Vol.10(1) [February 2003]en_US
dc.titleTransition foundation modulus for the vibration problem of uniform initially stressed simply supported beams on Winkler foundationen_US
dc.typeArticleen_US
Appears in Collections:IJEMS Vol.10(1) [February 2003]

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