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Article: Experimental study of plate-reinforced composite deep coupling beams

TitleExperimental study of plate-reinforced composite deep coupling beams
Authors
Issue Date2009
PublisherJohn Wiley & Sons Ltd. The Journal's web site is located at http://www.interscience.wiley.com/jpages/1541-7794/
Citation
Structural Design Of Tall And Special Buildings, 2009, v. 18 n. 3, p. 235-257 How to Cite?
AbstractAn experimental study was conducted to investigate the behavior of deep coupling beams of span-to-depth ratio (1.17) fabricated according to the newly proposed plate-reinforced composite (PRC) coupling beam design. Three PRC coupling beams of small span/depth ratio fabricated based on different approaches for load transfers between steel plates and reinforced concrete (RC) were tested under reversed cyclic loading. This paper presents the experimental results and compares the overall performance of these three specimens with two geometrically identical RC coupling beam specimens, one with diagonal reinforcement and the other with conventional reinforcement details, tested by previous researchers. It was found that the performance of PRC deep coupling beams of small span-to-depth ratio with properly designed plate anchorage in the wall regions can be comparable to that of diagonally reinforced coupling beams while being able to achieve a higher shear capacity without causing the problem of steel congestion. The proper design approach for the plate anchorage of PRC coupling beams was also identified. Copyright © 2007 John Wiley and Sons, Ltd.
Persistent Identifierhttp://hdl.handle.net/10722/58588
ISSN
2015 Impact Factor: 0.898
2015 SCImago Journal Rankings: 0.690
ISI Accession Number ID
Funding AgencyGrant Number
Research Grants Council of Hong Kong SARHKU7129/03E
HKU7168/06E
Funding Information:

The work described in this paper has been fully supported by the Research Grants Council of Hong Kong SAR (Project Nos. HKU7129/03E and HKU7168/06E).

References

 

DC FieldValueLanguage
dc.contributor.authorSu, RKLen_HK
dc.contributor.authorLam, WYen_HK
dc.contributor.authorPam, HJen_HK
dc.date.accessioned2010-05-31T03:32:59Z-
dc.date.available2010-05-31T03:32:59Z-
dc.date.issued2009en_HK
dc.identifier.citationStructural Design Of Tall And Special Buildings, 2009, v. 18 n. 3, p. 235-257en_HK
dc.identifier.issn1541-7794en_HK
dc.identifier.urihttp://hdl.handle.net/10722/58588-
dc.description.abstractAn experimental study was conducted to investigate the behavior of deep coupling beams of span-to-depth ratio (1.17) fabricated according to the newly proposed plate-reinforced composite (PRC) coupling beam design. Three PRC coupling beams of small span/depth ratio fabricated based on different approaches for load transfers between steel plates and reinforced concrete (RC) were tested under reversed cyclic loading. This paper presents the experimental results and compares the overall performance of these three specimens with two geometrically identical RC coupling beam specimens, one with diagonal reinforcement and the other with conventional reinforcement details, tested by previous researchers. It was found that the performance of PRC deep coupling beams of small span-to-depth ratio with properly designed plate anchorage in the wall regions can be comparable to that of diagonally reinforced coupling beams while being able to achieve a higher shear capacity without causing the problem of steel congestion. The proper design approach for the plate anchorage of PRC coupling beams was also identified. Copyright © 2007 John Wiley and Sons, Ltd.en_HK
dc.languageengen_HK
dc.publisherJohn Wiley & Sons Ltd. The Journal's web site is located at http://www.interscience.wiley.com/jpages/1541-7794/en_HK
dc.relation.ispartofStructural Design of Tall and Special Buildingsen_HK
dc.rightsThe Structural Design of Tall and Special Buildings. Copyright © John Wiley & Sons Ltd.en_HK
dc.titleExperimental study of plate-reinforced composite deep coupling beamsen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=1541-7794&volume=18&issue=3&spage=235&epage=257&date=2009&atitle=Experimental+study+of+plate-reinforced+composite+deep+coupling+beamsen_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.doi10.1002/tal.407en_HK
dc.identifier.scopuseid_2-s2.0-67149093525en_HK
dc.identifier.hkuros155027en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-67149093525&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume18en_HK
dc.identifier.issue3en_HK
dc.identifier.spage235en_HK
dc.identifier.epage257en_HK
dc.identifier.isiWOS:000265258500001-
dc.publisher.placeUnited Kingdomen_HK
dc.identifier.scopusauthoridSu, RKL=7102627096en_HK
dc.identifier.scopusauthoridLam, WY=8932010300en_HK
dc.identifier.scopusauthoridPam, HJ=6602976141en_HK

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