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Please use this identifier to cite or link to this item: https://repository.cihe.edu.hk/jspui/handle/cihe/3238
DC FieldValueLanguage
dc.contributor.authorLeung, Andrew Yee Taken_US
dc.date.accessioned2022-05-20T06:22:07Z-
dc.date.available2022-05-20T06:22:07Z-
dc.date.issued1992-
dc.identifier.urihttps://repository.cihe.edu.hk/jspui/handle/cihe/3238-
dc.description.abstractThe dynamic stiffness method can predict an infinite number of natural modes of a structural system by means of a finite number of coordinates. It has been successful for dynamic structural analysis under the influence of constant axial force. The influence of constant moment is considered here and the instability of the plane form of the cross-section of a thin beam member is of particular interest. It is found that the constant moment softens the flexural modes and hardens the torsional modes. As a result, the characteristic curve can be concave or convex.en_US
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.relation.ispartofComputers & Structuresen_US
dc.titleDynamic stiffness for lateral bucklingen_US
dc.typejournal articleen_US
dc.identifier.doi10.1016/0045-7949(92)90028-X-
dc.contributor.affiliationSchool of Computing and Information Sciencesen_US
dc.relation.issn0045-7949en_US
dc.description.volume42en_US
dc.description.issue3en_US
dc.description.startpage321en_US
dc.description.endpage325en_US
dc.cihe.affiliatedNo-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.cerifentitytypePublications-
item.grantfulltextnone-
item.languageiso639-1en-
item.openairetypejournal article-
item.fulltextNo Fulltext-
crisitem.author.deptSchool of Computing and Information Sciences-
Appears in Collections:CIS Publication
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