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Article: Equivalent modal damping ratios of a composite tube-type tail building to dynamic wind loading
Title | Equivalent modal damping ratios of a composite tube-type tail building to dynamic wind loading |
---|---|
Authors | |
Issue Date | 1996 |
Publisher | I 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? |
Abstract | This 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 Identifier | http://hdl.handle.net/10722/150485 |
ISSN | 2021 Impact Factor: 1.616 2020 SCImago Journal Rankings: 0.418 |
References |
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Huang, BC | en_US |
dc.contributor.author | Lam, KM | en_US |
dc.contributor.author | Leung, AYT | en_US |
dc.contributor.author | Cheung, YK | en_US |
dc.date.accessioned | 2012-06-26T06:05:06Z | - |
dc.date.available | 2012-06-26T06:05:06Z | - |
dc.date.issued | 1996 | en_US |
dc.identifier.citation | Shock And Vibration, 1996, v. 3 n. 2, p. 99-105 | en_US |
dc.identifier.issn | 1070-9622 | en_US |
dc.identifier.uri | http://hdl.handle.net/10722/150485 | - |
dc.description.abstract | This 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.language | eng | en_US |
dc.publisher | I O S Press. The Journal's web site is located at http://www.iospress.nl/html/10709622.php | en_US |
dc.relation.ispartof | Shock and Vibration | en_US |
dc.title | Equivalent modal damping ratios of a composite tube-type tail building to dynamic wind loading | en_US |
dc.type | Article | en_US |
dc.identifier.email | Lam, KM:kmlam@hku.hk | en_US |
dc.identifier.email | Cheung, YK:hreccyk@hkucc.hku.hk | en_US |
dc.identifier.authority | Lam, KM=rp00134 | en_US |
dc.identifier.authority | Cheung, YK=rp00104 | en_US |
dc.description.nature | link_to_subscribed_fulltext | en_US |
dc.identifier.scopus | eid_2-s2.0-6044256386 | en_US |
dc.identifier.hkuros | 230576 | - |
dc.relation.references | http://www.scopus.com/mlt/select.url?eid=2-s2.0-6044256386&selection=ref&src=s&origin=recordpage | en_US |
dc.identifier.volume | 3 | en_US |
dc.identifier.issue | 2 | en_US |
dc.identifier.spage | 99 | en_US |
dc.identifier.epage | 105 | en_US |
dc.publisher.place | Netherlands | en_US |
dc.identifier.scopusauthorid | Huang, BC=7403681875 | en_US |
dc.identifier.scopusauthorid | Lam, KM=7403656958 | en_US |
dc.identifier.scopusauthorid | Leung, AYT=7403012564 | en_US |
dc.identifier.scopusauthorid | Cheung, YK=7202111065 | en_US |
dc.identifier.issnl | 1070-9622 | - |