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Article: Strength and ductility of embedded steel composite coupling beams

TitleStrength and ductility of embedded steel composite coupling beams
Authors
KeywordsComposite
Coupling beam
Ductility
Shear capacity
Shear stud
Issue Date2003
PublisherMulti-Science Publishing Co Ltd. The Journal's web site is located at http://www.multi-science.co.uk/advstruc.htm
Citation
Advances In Structural Engineering, 2003, v. 6 n. 1, p. 23-35 How to Cite?
AbstractThe stringent requirements on dimensions, ductility, energy absorption, strength and stiffness of coupling beams have resulted in much research on various alternative coupling beam designs, which include the use of diagonal reinforcement, rhombic arrangement of main bars and steel composites. Experimental results showed that each of these designs offered better performance than the conventional type but had its own limitations. A new embedded steel composite coupling beam design is therefore proposed. This paper presents the findings from the experimental tests of a coupling beam fabricated with this proposed design and a conventionally reinforced coupling beam, which serves as the reference. The preliminary test results showed that the embedded steel coupling beam with relatively large span-to-depth ratio (l/h = 2.5) had excellent shear capacity (∼10MPa) and very good energy absorption.
Persistent Identifierhttp://hdl.handle.net/10722/70907
ISSN
2015 Impact Factor: 0.577
2015 SCImago Journal Rankings: 0.475
References

 

DC FieldValueLanguage
dc.contributor.authorLam, WYen_HK
dc.contributor.authorSu, RKLen_HK
dc.contributor.authorPam, HJen_HK
dc.date.accessioned2010-09-06T06:27:11Z-
dc.date.available2010-09-06T06:27:11Z-
dc.date.issued2003en_HK
dc.identifier.citationAdvances In Structural Engineering, 2003, v. 6 n. 1, p. 23-35en_HK
dc.identifier.issn1369-4332en_HK
dc.identifier.urihttp://hdl.handle.net/10722/70907-
dc.description.abstractThe stringent requirements on dimensions, ductility, energy absorption, strength and stiffness of coupling beams have resulted in much research on various alternative coupling beam designs, which include the use of diagonal reinforcement, rhombic arrangement of main bars and steel composites. Experimental results showed that each of these designs offered better performance than the conventional type but had its own limitations. A new embedded steel composite coupling beam design is therefore proposed. This paper presents the findings from the experimental tests of a coupling beam fabricated with this proposed design and a conventionally reinforced coupling beam, which serves as the reference. The preliminary test results showed that the embedded steel coupling beam with relatively large span-to-depth ratio (l/h = 2.5) had excellent shear capacity (∼10MPa) and very good energy absorption.en_HK
dc.languageengen_HK
dc.publisherMulti-Science Publishing Co Ltd. The Journal's web site is located at http://www.multi-science.co.uk/advstruc.htmen_HK
dc.relation.ispartofAdvances in Structural Engineeringen_HK
dc.subjectCompositeen_HK
dc.subjectCoupling beamen_HK
dc.subjectDuctilityen_HK
dc.subjectShear capacityen_HK
dc.subjectShear studen_HK
dc.titleStrength and ductility of embedded steel composite coupling beamsen_HK
dc.typeArticleen_HK
dc.identifier.emailSu, RKL:klsu@hkucc.hku.hken_HK
dc.identifier.emailPam, HJ:pamhoatjoen@hku.hken_HK
dc.identifier.authoritySu, RKL=rp00072en_HK
dc.identifier.authorityPam, HJ=rp00071en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1260/136943303321625702en_HK
dc.identifier.scopuseid_2-s2.0-0037331573en_HK
dc.identifier.hkuros75926en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0037331573&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume6en_HK
dc.identifier.issue1en_HK
dc.identifier.spage23en_HK
dc.identifier.epage35en_HK
dc.publisher.placeUnited Kingdomen_HK
dc.identifier.scopusauthoridLam, WY=8932010300en_HK
dc.identifier.scopusauthoridSu, RKL=7102627096en_HK
dc.identifier.scopusauthoridPam, HJ=6602976141en_HK

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