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Conference Paper: Design of plate-reinforced composite coupling beams for tall buildings

TitleDesign of plate-reinforced composite coupling beams for tall buildings
Authors
Su, RKL
KeywordsCoupling Beams
Embedded Steel Plate
Shear Studs
Design Guidelines
Steel and Concrete Composite
Issue Date2010
PublisherThe Hong Kong Institute of Steel Construction.
Citation
Symposium on Contemporary Seismic Engineering 2010, Hong Kong, 27 August 2010. in Proceedings of the Symposium, 2010, p. 63-81 How to Cite?
AbstractPlate-reinforced composite (PRC) coupling beams are fabricated by embedding a vertical steel plate into conventional reinforced concrete coupling beams to enhance their strength and deformability. Shear studs are weld on the surfaces of the steel plate to transfer forces between the concrete and steel plate. Based on extensive experimental studies and numerical simulation of PRC coupling beams, a design procedure based on Hong Kong design codes of practice is proposed to aid engineers in designing this new type of beams. The proposed design guidelines consist of four main parts, which are (1) estimation of ultimate shear capacity of beam, (2) design of RC component and steel plate, (3) shear stud arrangement in beam span, and (4) design of plate anchorage in wall piers. An example is given to illustrate the use of the guidelines for the design of PRC coupling beams.
Persistent Identifierhttp://hdl.handle.net/10722/129954
ISBN
978-988-99140-8-0

 

DC FieldValueLanguage
dc.contributor.authorSu, RKLen_US
dc.date.accessioned2010-12-23T08:44:42Z-
dc.date.available2010-12-23T08:44:42Z-
dc.date.issued2010en_US
dc.identifier.citationSymposium on Contemporary Seismic Engineering 2010, Hong Kong, 27 August 2010. in Proceedings of the Symposium, 2010, p. 63-81en_US
dc.identifier.isbn978-988-99140-8-0en_US
dc.identifier.urihttp://hdl.handle.net/10722/129954-
dc.description.abstractPlate-reinforced composite (PRC) coupling beams are fabricated by embedding a vertical steel plate into conventional reinforced concrete coupling beams to enhance their strength and deformability. Shear studs are weld on the surfaces of the steel plate to transfer forces between the concrete and steel plate. Based on extensive experimental studies and numerical simulation of PRC coupling beams, a design procedure based on Hong Kong design codes of practice is proposed to aid engineers in designing this new type of beams. The proposed design guidelines consist of four main parts, which are (1) estimation of ultimate shear capacity of beam, (2) design of RC component and steel plate, (3) shear stud arrangement in beam span, and (4) design of plate anchorage in wall piers. An example is given to illustrate the use of the guidelines for the design of PRC coupling beams.-
dc.languageengen_US
dc.publisherThe Hong Kong Institute of Steel Construction.en_US
dc.relation.ispartofProceedings of the Symposium on Contemporary Seismic Engineering 2010en_US
dc.subjectCoupling Beams-
dc.subjectEmbedded Steel Plate-
dc.subjectShear Studs-
dc.subjectDesign Guidelines-
dc.subjectSteel and Concrete Composite-
dc.titleDesign of plate-reinforced composite coupling beams for tall buildingsen_US
dc.typeConference_Paperen_US
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=978-988-99140-8-0&volume=&spage=63&epage=81&date=2010&atitle=Design+of+plate-reinforced+composite+coupling+beams+for+tall+buildingsen_US
dc.identifier.emailSu, RKL: klsu@hkucc.hku.hken_US
dc.identifier.authoritySu, RKL=rp00072en_US
dc.description.naturepublished_or_final_version-
dc.identifier.hkuros178557en_US
dc.identifier.hkuros184761-
dc.identifier.spage63en_US
dc.identifier.epage81en_US
dc.publisher.placeHong Kong-
dc.description.otherSymposium on Contemporary Seismic Engineering 2010, Hong Kong, 27 August 2010. in Proceedings of the Symposium, 2010, p. 63-81-

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