File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: Equivalent modal damping ratios of a composite tube-type tail building to dynamic wind loading

TitleEquivalent modal damping ratios of a composite tube-type tail building to dynamic wind loading
Authors
Issue Date1996
PublisherI O S Press. The Journal's web site is located at http://www.iospress.nl/html/10709622.php
Citation
Shock And Vibration, 1996, v. 3 n. 2, p. 99-105 How to Cite?
AbstractThis article discusses computing methods of the equivalent modal damping ratio for a composite tube-type tall building. The equivalent damping ratio of a composite structure under wind-induced vibrations encompasses the combined effects from the different values of damping, mass, and stiffness of the external and internal tubes. A detailed method incorporating Rayleigh damping and the transfer matrix method is proposed for the determination of the equivalent modal damping ratio. A simplified method for engineering applications is also proposed. Results for a 40-story building are presented exemplifying the computation and relationships between the properties of the external and internal tubes. © 1996 John Wiley & Sons, Inc.
Persistent Identifierhttp://hdl.handle.net/10722/150485
ISSN
2015 Impact Factor: 0.88
2015 SCImago Journal Rankings: 0.406
References

 

DC FieldValueLanguage
dc.contributor.authorHuang, BCen_US
dc.contributor.authorLam, KMen_US
dc.contributor.authorLeung, AYTen_US
dc.contributor.authorCheung, YKen_US
dc.date.accessioned2012-06-26T06:05:06Z-
dc.date.available2012-06-26T06:05:06Z-
dc.date.issued1996en_US
dc.identifier.citationShock And Vibration, 1996, v. 3 n. 2, p. 99-105en_US
dc.identifier.issn1070-9622en_US
dc.identifier.urihttp://hdl.handle.net/10722/150485-
dc.description.abstractThis article discusses computing methods of the equivalent modal damping ratio for a composite tube-type tall building. The equivalent damping ratio of a composite structure under wind-induced vibrations encompasses the combined effects from the different values of damping, mass, and stiffness of the external and internal tubes. A detailed method incorporating Rayleigh damping and the transfer matrix method is proposed for the determination of the equivalent modal damping ratio. A simplified method for engineering applications is also proposed. Results for a 40-story building are presented exemplifying the computation and relationships between the properties of the external and internal tubes. © 1996 John Wiley & Sons, Inc.en_US
dc.languageengen_US
dc.publisherI O S Press. The Journal's web site is located at http://www.iospress.nl/html/10709622.phpen_US
dc.relation.ispartofShock and Vibrationen_US
dc.titleEquivalent modal damping ratios of a composite tube-type tail building to dynamic wind loadingen_US
dc.typeArticleen_US
dc.identifier.emailLam, KM:kmlam@hku.hken_US
dc.identifier.emailCheung, YK:hreccyk@hkucc.hku.hken_US
dc.identifier.authorityLam, KM=rp00134en_US
dc.identifier.authorityCheung, YK=rp00104en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-6044256386en_US
dc.identifier.hkuros230576-
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-6044256386&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume3en_US
dc.identifier.issue2en_US
dc.identifier.spage99en_US
dc.identifier.epage105en_US
dc.publisher.placeNetherlandsen_US
dc.identifier.scopusauthoridHuang, BC=7403681875en_US
dc.identifier.scopusauthoridLam, KM=7403656958en_US
dc.identifier.scopusauthoridLeung, AYT=7403012564en_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US

Export via OAI-PMH Interface in XML Formats


OR


Export to Other Non-XML Formats