File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: Strength and behavior of cold-formed steel z-sections subjected to major axis bending

TitleStrength and behavior of cold-formed steel z-sections subjected to major axis bending
Authors
KeywordsBending
Cold-formed steel
Finite element method
Shear
Stiffness
Issue Date2006
PublisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.html
Citation
Journal Of Structural Engineering, 2006, v. 132 n. 10, p. 1632-1640 How to Cite?
AbstractThis paper presents a study on the strength and behavior of cold-formed steel Z-sections with simple and complex stiffeners subjected to major axis bending. The study involved both experimental and numerical investigations, in which a series of specimens were examined. All specimens were failed by the combined mode of shear and moment. The results from the investigations were analyzed and compared with the combined moment and shear strengths predicted by international design rules. The suitability of the design rules in predicting the combined capacity of Z-section with complex stiffeners was assessed through a reliability analysis. © ASCE.
Persistent Identifierhttp://hdl.handle.net/10722/70933
ISSN
2015 Impact Factor: 1.7
2015 SCImago Journal Rankings: 1.431
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorNguyen, NTBen_HK
dc.contributor.authorFung, TCen_HK
dc.contributor.authorYoung, Ben_HK
dc.date.accessioned2010-09-06T06:27:24Z-
dc.date.available2010-09-06T06:27:24Z-
dc.date.issued2006en_HK
dc.identifier.citationJournal Of Structural Engineering, 2006, v. 132 n. 10, p. 1632-1640en_HK
dc.identifier.issn0733-9445en_HK
dc.identifier.urihttp://hdl.handle.net/10722/70933-
dc.description.abstractThis paper presents a study on the strength and behavior of cold-formed steel Z-sections with simple and complex stiffeners subjected to major axis bending. The study involved both experimental and numerical investigations, in which a series of specimens were examined. All specimens were failed by the combined mode of shear and moment. The results from the investigations were analyzed and compared with the combined moment and shear strengths predicted by international design rules. The suitability of the design rules in predicting the combined capacity of Z-section with complex stiffeners was assessed through a reliability analysis. © ASCE.en_HK
dc.languageengen_HK
dc.publisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.htmlen_HK
dc.relation.ispartofJournal of Structural Engineeringen_HK
dc.rightsJournal of Structural Engineering. Copyright © American Society of Civil Engineers.en_HK
dc.subjectBendingen_HK
dc.subjectCold-formed steelen_HK
dc.subjectFinite element methoden_HK
dc.subjectShearen_HK
dc.subjectStiffnessen_HK
dc.titleStrength and behavior of cold-formed steel z-sections subjected to major axis bendingen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0733-9445&volume=132&spage=1632&epage=1640&date=2006&atitle=Strength+and+Behavior+of+Cold-formed+Steel+Z-sections+Subjected+to+Major+Axis+Bendingen_HK
dc.identifier.emailYoung, B:young@hku.hken_HK
dc.identifier.authorityYoung, B=rp00208en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1061/(ASCE)0733-9445(2006)132:10(1632)en_HK
dc.identifier.scopuseid_2-s2.0-33748850241en_HK
dc.identifier.hkuros130984en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-33748850241&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume132en_HK
dc.identifier.issue10en_HK
dc.identifier.spage1632en_HK
dc.identifier.epage1640en_HK
dc.identifier.isiWOS:000240790100014-
dc.publisher.placeUnited Statesen_HK
dc.identifier.scopusauthoridNguyen, NTB=55196811400en_HK
dc.identifier.scopusauthoridFung, TC=7102715954en_HK
dc.identifier.scopusauthoridYoung, B=7402192398en_HK

Export via OAI-PMH Interface in XML Formats


OR


Export to Other Non-XML Formats