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Please use this identifier to cite or link to this item: https://repository.cihe.edu.hk/jspui/handle/cihe/3303
DC FieldValueLanguage
dc.contributor.authorLeung, Andrew Yee Taken_US
dc.date.accessioned2022-05-23T06:38:28Z-
dc.date.available2022-05-23T06:38:28Z-
dc.date.issued1979-
dc.identifier.urihttps://repository.cihe.edu.hk/jspui/handle/cihe/3303-
dc.description.abstractIn a natural vibration analysis of a structural system, the conventional dynamic flexibility (receptance) matrix in series forms is re-examined. The convergence may be accelerated to a large extent by using the condensed stiffness and mass matrices of the system. Examples involving beams and plates are given. Because only physical coordinates are involved and the size of the system matrices are independent of the number of normal modes taken, the method is suitable for dynamic substructure analysis.en_US
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.relation.ispartofEngineering Structuresen_US
dc.titleAccelerated convergence of dynamic flexibility in series formen_US
dc.typejournal articleen_US
dc.identifier.doi10.1016/0141-0296(79)90048-8-
dc.contributor.affiliationSchool of Computing and Information Sciencesen_US
dc.relation.issn0141-0296en_US
dc.description.volume1en_US
dc.description.issue4en_US
dc.description.startpage203en_US
dc.description.endpage206en_US
dc.cihe.affiliatedNo-
item.languageiso639-1en-
item.fulltextNo Fulltext-
item.openairetypejournal article-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.cerifentitytypePublications-
crisitem.author.deptYam Pak Charitable Foundation School of Computing and Information Sciences-
Appears in Collections:CIS Publication
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