Please use this identifier to cite or link to this item: http://nopr.niscpr.res.in/handle/123456789/29933
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dc.contributor.authorRao, B Nageswara-
dc.contributor.authorRao, G Venkateswara-
dc.date.accessioned2014-11-13T05:52:31Z-
dc.date.available2014-11-13T05:52:31Z-
dc.date.issued1994-02-
dc.identifier.issn0975-1017 (Online); 0971-4588 (Print)-
dc.identifier.urihttp://hdl.handle.net/123456789/29933-
dc.description53-56en_US
dc.description.abstractThe solution of the title problem which involves the interaction of two load parameters, is obtained by following a simple and reliable iterative numerical scheme and established an empirical relation between these two load parameters.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.01(1) [February 1994]en_US
dc.titlePost-critical behaviour of a cantilever column subjected to combined tip-concentrated and uniformly distributed follower forceen_US
dc.typeArticleen_US
Appears in Collections:IJEMS Vol.01(1) [February 1994]

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