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Please use this identifier to cite or link to this item: https://repository.cihe.edu.hk/jspui/handle/cihe/3296
DC FieldValueLanguage
dc.contributor.authorLeung, Andrew Yee Taken_US
dc.date.accessioned2022-05-23T05:30:50Z-
dc.date.available2022-05-23T05:30:50Z-
dc.date.issued1983-
dc.identifier.urihttps://repository.cihe.edu.hk/jspui/handle/cihe/3296-
dc.description.abstractThe conventional modal method in structural response analysis converges very slowly with respect to the number of natural modes. The convergent property is improved by using the condensed stiffness and mass matrices of the system. Thus, less natural modes are required and the difficulties of computing high natural modes are avoided. Undamped response due to deterministic and random excitations are discussed and numerical examples are given.en_US
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.relation.ispartofEngineering Structuresen_US
dc.titleFast response method for undamped structuresen_US
dc.typejournal articleen_US
dc.identifier.doi10.1016/0141-0296(83)90027-5-
dc.contributor.affiliationSchool of Computing and Information Sciencesen_US
dc.relation.issn0141-0296en_US
dc.description.volume5en_US
dc.description.issue2en_US
dc.description.startpage141en_US
dc.description.endpage149en_US
dc.cihe.affiliatedNo-
item.fulltextNo Fulltext-
item.grantfulltextnone-
item.cerifentitytypePublications-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.openairetypejournal article-
item.languageiso639-1en-
crisitem.author.deptSchool of Computing and Information Sciences-
Appears in Collections:CIS Publication
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