File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: Seismic assessment of transfer plate high rise buildings

TitleSeismic assessment of transfer plate high rise buildings
Authors
Su, RKLChandler, AMLi, JHLam, NTK
KeywordsAssessment
Displacement
Earthquakes
Seismic
Structure
Transfer
Wind
Issue Date2002
PublisherTechno-Press. The Journal's web site is located at http://technopress.kaist.ac.kr/?journal=sem&subpage=5
Citation
Structural Engineering And Mechanics, 2002, v. 14 n. 3, p. 287-306 How to Cite?
AbstractThe seismic assessment of structural performance of transfer structures under potential seismic actions was presented. The factors influencing the response behavior of transfer structures were highlighted and discussed. Various methodologies involved included response spectrum analysis (RSA), manual calculation, pushover analysis (POA) and equivalent static load analysis (ESA). The assessment provided a general indication of the seismic vulnerability of the structures.
Persistent Identifierhttp://hdl.handle.net/10722/71436
ISSN
1225-4568
2023 Impact Factor: 2.2
2023 SCImago Journal Rankings: 0.382
ISI Accession Number ID
WOS:000177746800003
References
References in Scopus

 

DC FieldValueLanguage
dc.contributor.authorSu, RKLen_HK
dc.contributor.authorChandler, AMen_HK
dc.contributor.authorLi, JHen_HK
dc.contributor.authorLam, NTKen_HK
dc.date.accessioned2010-09-06T06:31:58Z-
dc.date.available2010-09-06T06:31:58Z-
dc.date.issued2002en_HK
dc.identifier.citationStructural Engineering And Mechanics, 2002, v. 14 n. 3, p. 287-306en_HK
dc.identifier.issn1225-4568en_HK
dc.identifier.urihttp://hdl.handle.net/10722/71436-
dc.description.abstractThe seismic assessment of structural performance of transfer structures under potential seismic actions was presented. The factors influencing the response behavior of transfer structures were highlighted and discussed. Various methodologies involved included response spectrum analysis (RSA), manual calculation, pushover analysis (POA) and equivalent static load analysis (ESA). The assessment provided a general indication of the seismic vulnerability of the structures.en_HK
dc.languageengen_HK
dc.publisherTechno-Press. The Journal's web site is located at http://technopress.kaist.ac.kr/?journal=sem&subpage=5en_HK
dc.relation.ispartofStructural Engineering and Mechanicsen_HK
dc.subjectAssessmenten_HK
dc.subjectDisplacementen_HK
dc.subjectEarthquakesen_HK
dc.subjectSeismicen_HK
dc.subjectStructureen_HK
dc.subjectTransferen_HK
dc.subjectWinden_HK
dc.titleSeismic assessment of transfer plate high rise buildingsen_HK
dc.typeArticleen_HK
dc.identifier.emailSu, RKL:klsu@hkucc.hku.hken_HK
dc.identifier.authoritySu, RKL=rp00072en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.scopuseid_2-s2.0-0036727304en_HK
dc.identifier.hkuros75934en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0036727304&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume14en_HK
dc.identifier.issue3en_HK
dc.identifier.spage287en_HK
dc.identifier.epage306en_HK
dc.identifier.isiWOS:000177746800003-
dc.publisher.placeKorea, Republic ofen_HK
dc.identifier.scopusauthoridSu, RKL=7102627096en_HK
dc.identifier.scopusauthoridChandler, AM=7102635839en_HK
dc.identifier.scopusauthoridLi, JH=27170601800en_HK
dc.identifier.scopusauthoridLam, NTK=7101750717en_HK
dc.identifier.issnl1225-4568-

Export via OAI-PMH Interface in XML Formats

OR

Export to Other Non-XML Formats