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Article: Stochastic response analysis of tall building structures with added hysteretic energy dissipation devices

TitleStochastic response analysis of tall building structures with added hysteretic energy dissipation devices
Authors
Issue Date1995
PublisherMultidisciplinary Center for Earthquake Engineering Research. The Journal's web site is located at http://mceer.buffalo.edu/eeev
Citation
Earthquake Engineering and Engineering Vibration, 1995, v. 15 n. 2, p. 109-117 How to Cite?
AbstractAn approximate method is presented to analyse tall building structures with added hysteretic energy dissipation devices. The structure is modeled as a cantilever beam on hysteretic nonlinear supports. Its governing equation is derived by using Ritz method and linearized in each iterative step, based on an equivalent linearized method. This method is relatively inexpensive in computation and therefore allows assessment of effects of various parameters on responses. Results show that the use of wire-cable isoslator combined with visco-elastic damping layers is a good example of energy dissipation device, so it is recommended as a novel aseismic mechanism. -English summary
Persistent Identifierhttp://hdl.handle.net/10722/150061
ISSN
2015 Impact Factor: 0.814
2015 SCImago Journal Rankings: 0.475

 

DC FieldValueLanguage
dc.contributor.authorTian QLen_US
dc.contributor.authorKwan, AKHen_US
dc.contributor.authorCheung, YKen_US
dc.date.accessioned2012-06-26T06:01:20Z-
dc.date.available2012-06-26T06:01:20Z-
dc.date.issued1995en_US
dc.identifier.citationEarthquake Engineering and Engineering Vibration, 1995, v. 15 n. 2, p. 109-117en_US
dc.identifier.issn1671-3664-
dc.identifier.urihttp://hdl.handle.net/10722/150061-
dc.description.abstractAn approximate method is presented to analyse tall building structures with added hysteretic energy dissipation devices. The structure is modeled as a cantilever beam on hysteretic nonlinear supports. Its governing equation is derived by using Ritz method and linearized in each iterative step, based on an equivalent linearized method. This method is relatively inexpensive in computation and therefore allows assessment of effects of various parameters on responses. Results show that the use of wire-cable isoslator combined with visco-elastic damping layers is a good example of energy dissipation device, so it is recommended as a novel aseismic mechanism. -English summaryen_US
dc.languagechien_US
dc.publisherMultidisciplinary Center for Earthquake Engineering Research. The Journal's web site is located at http://mceer.buffalo.edu/eeev-
dc.relation.ispartofEarthquake Engineering and Engineering Vibrationen_US
dc.titleStochastic response analysis of tall building structures with added hysteretic energy dissipation devicesen_US
dc.typeArticleen_US
dc.identifier.emailKwan, AKH: khkwan@hkucc.hku.hken_US
dc.identifier.emailCheung, YK: hreccyk@hkucc.hku.hken_US
dc.identifier.authorityKwan, AKH=rp00127en_US
dc.identifier.authorityCheung, YK=rp00104en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-0029509593en_US
dc.identifier.hkuros8729-
dc.identifier.volume15en_US
dc.identifier.issue2en_US
dc.identifier.spage109en_US
dc.identifier.epage117en_US
dc.identifier.scopusauthoridTian Qianli=7409835507en_US
dc.identifier.scopusauthoridKwan, AKH=7101738204en_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US

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