File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: Comparison of horizontal earthquake action in the seismic design codes of China, America and Europe

TitleComparison of horizontal earthquake action in the seismic design codes of China, America and Europe
Authors
KeywordsComparison
Horizontal Earthquake Action
Importance
Seismic Design
Strength Reduction Factors
Issue Date2010
Citation
World Information On Earthquake Engineering, 2010, v. 26 n. 1, p. 167-172 How to Cite?
AbstractThe differences of horizontal earthquake action in the seismic design codes of China, America and Europe are studied in this paper. Firstly, comparison of building importance, strength reduction factors of GB50011-2001, FEMA450 and Eurocode 8 is presented, and base shear method of GB50011 -2001, equivalent lateral force procedure of FEMA450, lateral force analysis method of Eurocode 8 are summarized. Then, the seismic base shear of a multistorey frame structure with different ductility is computed as an office or a hospital building under intensities 7, 8 and 9, the both computed results are compared, and some differences of seismic base shear are found for the three codes.
Persistent Identifierhttp://hdl.handle.net/10722/150531
ISSN
2015 SCImago Journal Rankings: 0.266
References

 

DC FieldValueLanguage
dc.contributor.authorLu, Hen_US
dc.contributor.authorLiang, Pen_US
dc.contributor.authorYang, Jen_US
dc.contributor.authorQiu, Zen_US
dc.date.accessioned2012-06-26T06:05:30Z-
dc.date.available2012-06-26T06:05:30Z-
dc.date.issued2010en_US
dc.identifier.citationWorld Information On Earthquake Engineering, 2010, v. 26 n. 1, p. 167-172en_US
dc.identifier.issn1007-6069en_US
dc.identifier.urihttp://hdl.handle.net/10722/150531-
dc.description.abstractThe differences of horizontal earthquake action in the seismic design codes of China, America and Europe are studied in this paper. Firstly, comparison of building importance, strength reduction factors of GB50011-2001, FEMA450 and Eurocode 8 is presented, and base shear method of GB50011 -2001, equivalent lateral force procedure of FEMA450, lateral force analysis method of Eurocode 8 are summarized. Then, the seismic base shear of a multistorey frame structure with different ductility is computed as an office or a hospital building under intensities 7, 8 and 9, the both computed results are compared, and some differences of seismic base shear are found for the three codes.en_US
dc.languageengen_US
dc.relation.ispartofWorld Information on Earthquake Engineeringen_US
dc.subjectComparisonen_US
dc.subjectHorizontal Earthquake Actionen_US
dc.subjectImportanceen_US
dc.subjectSeismic Designen_US
dc.subjectStrength Reduction Factorsen_US
dc.titleComparison of horizontal earthquake action in the seismic design codes of China, America and Europeen_US
dc.typeArticleen_US
dc.identifier.emailYang, J:junyang@hkucc.hku.hken_US
dc.identifier.authorityYang, J=rp00201en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-77954451465en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-77954451465&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume26en_US
dc.identifier.issue1en_US
dc.identifier.spage167en_US
dc.identifier.epage172en_US
dc.publisher.placeChinaen_US
dc.identifier.scopusauthoridLu, H=26323246700en_US
dc.identifier.scopusauthoridLiang, P=36162559900en_US
dc.identifier.scopusauthoridYang, J=35605258800en_US
dc.identifier.scopusauthoridQiu, Z=36191057500en_US

Export via OAI-PMH Interface in XML Formats


OR


Export to Other Non-XML Formats