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Qualitative criteria in non-linear dynamic buckling and stability of autonomous dissipative systems

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dc.contributor.author Kounadis, AN en
dc.date.accessioned 2014-03-01T02:48:16Z
dc.date.available 2014-03-01T02:48:16Z
dc.date.issued 1994 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/33690
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-0028730234&partnerID=40&md5=0695d0c0c65a9688c40dc088d34081dd en
dc.subject.other Algebra en
dc.subject.other Bifurcation (mathematics) en
dc.subject.other Computer simulation en
dc.subject.other Degrees of freedom (mechanics) en
dc.subject.other Differential equations en
dc.subject.other Differentiation (calculus) en
dc.subject.other Dynamic response en
dc.subject.other Eigenvalues and eigenfunctions en
dc.subject.other Equations of motion en
dc.subject.other Nonlinear equations en
dc.subject.other Nonlinear systems en
dc.subject.other Stability en
dc.subject.other Autonomous dissipative systems en
dc.subject.other Bifurcation points en
dc.subject.other Imperfect systems en
dc.subject.other Nonlinear initial value problems en
dc.subject.other Symmetric imperfections en
dc.subject.other Buckling en
dc.title Qualitative criteria in non-linear dynamic buckling and stability of autonomous dissipative systems en
heal.type conferenceItem en
heal.publicationDate 1994 en
heal.abstract A general qualitative approach for the dynamic Buckling and Stability of autonomous dissipative structural systems is comprehensively presented. Using the theory of local and global bifurcations, of the Jacobian eigenvalues, of point and periodic attractors, of the basin of attraction and of the inset and outset manifolds, the mechanism of dynamic buckling is thoroughly discussed. This allows us to establish useful criteria leading to exact and upper/lower bound buckling estimates without integrating the highly nonlinear initial-value problem. A comparison of the results of the above qualitative analysis with those obtained via numerical simulation and an approximate analytic technique, is performed on two simple of engineering importance models. en
heal.publisher Civil-Comp Limited, Edinburgh, United Kingdom en
heal.journalName International Conference on Computational Structures Technology - Proceedings en
dc.identifier.spage 77 en
dc.identifier.epage 82 en


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