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Linear buckling analysis of a column-footing system resting on elastic soil

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dc.contributor.author Younis, CJ en
dc.contributor.author Panayotounakos, DE en
dc.date.accessioned 2014-03-01T01:08:25Z
dc.date.available 2014-03-01T01:08:25Z
dc.date.issued 1991 en
dc.identifier.issn 0045-7949 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/10476
dc.subject.classification Computer Science, Interdisciplinary Applications en
dc.subject.classification Engineering, Civil en
dc.subject.other Foundations--Soil Structure Interaction en
dc.subject.other Mathematical Models en
dc.subject.other Soils--Elasticity en
dc.subject.other Springs en
dc.subject.other Axially Loaded Columns en
dc.subject.other Column-Footing Systems en
dc.subject.other Elastic Stability en
dc.subject.other Columns en
dc.title Linear buckling analysis of a column-footing system resting on elastic soil en
heal.type journalArticle en
heal.identifier.primary 10.1016/0045-7949(91)90231-A en
heal.identifier.secondary http://dx.doi.org/10.1016/0045-7949(91)90231-A en
heal.language English en
heal.publicationDate 1991 en
heal.abstract The elastic stability of an axially loaded column, fixed on a footing resting on elastic soil, has been studied. In the model considered, the soil has been replaced by a rotating spring of known stiffness, placed under the footing, and for the connection of the top of the column with the rest of the structure a rotational and a horizontal spring have been provided. The boundary conditions which follow the ordinary differential equation govering the lateral deflections of the column have been formulated, and the condition of the static instability has been derived. Based on this condition, a detailed parametric study of the buckling load was carried out, in which the stiffnesses of the springs and the height of the footing have been used as parameters. The results of this parametric study are presented in the form of families of curves. © 1991. en
heal.publisher PERGAMON-ELSEVIER SCIENCE LTD en
heal.journalName Computers and Structures en
dc.identifier.doi 10.1016/0045-7949(91)90231-A en
dc.identifier.isi ISI:A1991GA84300010 en
dc.identifier.volume 40 en
dc.identifier.issue 3 en
dc.identifier.spage 619 en
dc.identifier.epage 627 en


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