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Please use this identifier to cite or link to this item: https://repository.cihe.edu.hk/jspui/handle/cihe/3236
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dc.contributor.authorLeung, Andrew Yee Taken_US
dc.date.accessioned2022-05-20T06:13:50Z-
dc.date.available2022-05-20T06:13:50Z-
dc.date.issued1992-
dc.identifier.urihttps://repository.cihe.edu.hk/jspui/handle/cihe/3236-
dc.description.abstractA modal incremental harmonic-balance method for the steady-state vibration of geometrically nonhnear frames by finite-element analysis is introduced. The nonlinearity is in the coupling of the axial and flexural deformations through the induced axial force along the element. Free and forced vibrations for damped or undamped systems are studied. It is shown that the method allows accurate response curves to be constructed with minimum effort.en_US
dc.language.isoenen_US
dc.publisherTaylor & Francisen_US
dc.relation.ispartofDynamics and Stability of Systemsen_US
dc.titleNonlinear modal analysis of frames by the incremental harmonic-balance methoden_US
dc.typejournal articleen_US
dc.identifier.doi10.1080/02681119208806126-
dc.contributor.affiliationSchool of Computing and Information Sciencesen_US
dc.relation.issn1465-3389en_US
dc.description.volume7en_US
dc.description.issue1en_US
dc.description.startpage43en_US
dc.description.endpage58en_US
dc.cihe.affiliatedNo-
item.languageiso639-1en-
item.openairetypejournal article-
item.grantfulltextnone-
item.fulltextNo Fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.cerifentitytypePublications-
crisitem.author.deptSchool of Computing and Information Sciences-
Appears in Collections:CIS Publication
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