Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65233
DC FieldValue
dc.titleBifurcations of subharmonics and chaotic motions of articulated towers
dc.contributor.authorLiaw, C.Y.
dc.date.accessioned2014-06-17T08:14:30Z
dc.date.available2014-06-17T08:14:30Z
dc.date.issued1988-04
dc.identifier.citationLiaw, C.Y. (1988-04). Bifurcations of subharmonics and chaotic motions of articulated towers. Engineering Structures 10 (2) : 117-124. ScholarBank@NUS Repository.
dc.identifier.issn01410296
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65233
dc.description.abstractThe dynamic responses of articulated towers, subjected to regular waves and large motions, are computed numerically using the governing nonlinear differential equations. In certain frequency and system parameter ranges, the motions of the towers are found to exhibit subharmonics and chaotic behaviour which are identified to be the type of intermittency with random alternations of chaotic and regular behaviour in time evolution. The identification, characterization and evaluation of the chaotic motions are performed numerically by studying the discrete trajectories and Poincaré points of the responses. Such chaotic behaviour, if with significant magnitude, can make the responses of the deterministic system random and unpredictable in a practical sense, because the system is extremely sensitive to the initial conditions assumed. © 1988.
dc.sourceScopus
dc.subjectbifurcations
dc.subjectchaos
dc.subjectintermittency
dc.subjectnonlinear dynamics
dc.subjectsubharmonics
dc.subjectwave structure interaction
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleEngineering Structures
dc.description.volume10
dc.description.issue2
dc.description.page117-124
dc.description.codenENSTD
dc.identifier.isiutNOT_IN_WOS
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