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- Publisher Website: 10.1061/(ASCE)0733-9445(2005)131:8(1294)
- Scopus: eid_2-s2.0-24344510208
- WOS: WOS:000230707600014
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Article: Experimental study on embedded steel plate composite coupling beams
Title | Experimental study on embedded steel plate composite coupling beams |
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Authors | |
Keywords | Beams Composite materials Coupling Seismic design Steel plates Studs |
Issue Date | 2005 |
Publisher | American 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, 2005, v. 131 n. 8, p. 1294-1302 How to Cite? |
Abstract | A research study has been conducted on a newly proposed design of embedded steel plate composite coupling beams with shear studs in order to improve the performance of reinforced concrete (RC) coupling beams under severe wind or earthquake loading. The experimental results on three coupling beams tested under reversed cyclic loading are discussed in this paper. One of the coupling beams was conventionally reinforced, while each of the other two contained a vertically embedded steel plate along the whole span either with or without shear studs. It was found that embedded steel plates could improve the strength and the stiffness of coupling beams, while shear studs are required to enhance the plate/RC interaction in order to achieve good inelastic performance under large imposed shear deformations. Equations for calculating the required shear connection strength in the beam span to ensure the plate/RC composite action and for estimating the available plate/RC interface slips to mobilize shear studs have been proposed. © ASCE. |
Persistent Identifier | http://hdl.handle.net/10722/71742 |
ISSN | 2023 Impact Factor: 3.7 2023 SCImago Journal Rankings: 1.360 |
ISI Accession Number ID | |
References | |
Grants |
DC Field | Value | Language |
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dc.contributor.author | Lam, WY | en_HK |
dc.contributor.author | Su, RKL | en_HK |
dc.contributor.author | Pam, HJ | en_HK |
dc.date.accessioned | 2010-09-06T06:34:45Z | - |
dc.date.available | 2010-09-06T06:34:45Z | - |
dc.date.issued | 2005 | en_HK |
dc.identifier.citation | Journal Of Structural Engineering, 2005, v. 131 n. 8, p. 1294-1302 | en_HK |
dc.identifier.issn | 0733-9445 | en_HK |
dc.identifier.uri | http://hdl.handle.net/10722/71742 | - |
dc.description.abstract | A research study has been conducted on a newly proposed design of embedded steel plate composite coupling beams with shear studs in order to improve the performance of reinforced concrete (RC) coupling beams under severe wind or earthquake loading. The experimental results on three coupling beams tested under reversed cyclic loading are discussed in this paper. One of the coupling beams was conventionally reinforced, while each of the other two contained a vertically embedded steel plate along the whole span either with or without shear studs. It was found that embedded steel plates could improve the strength and the stiffness of coupling beams, while shear studs are required to enhance the plate/RC interaction in order to achieve good inelastic performance under large imposed shear deformations. Equations for calculating the required shear connection strength in the beam span to ensure the plate/RC composite action and for estimating the available plate/RC interface slips to mobilize shear studs have been proposed. © ASCE. | en_HK |
dc.language | eng | en_HK |
dc.publisher | American Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.html | en_HK |
dc.relation.ispartof | Journal of Structural Engineering | en_HK |
dc.rights | Journal of Structural Engineering. Copyright © American Society of Civil Engineers. | en_HK |
dc.subject | Beams | en_HK |
dc.subject | Composite materials | en_HK |
dc.subject | Coupling | en_HK |
dc.subject | Seismic design | en_HK |
dc.subject | Steel plates | en_HK |
dc.subject | Studs | en_HK |
dc.title | Experimental study on embedded steel plate composite coupling beams | en_HK |
dc.type | Article | en_HK |
dc.identifier.openurl | http://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0733-9445&volume=131&issue=8&spage=1294&epage=1302&date=2005&atitle=Experimental+study+on+embedded+steel+plate+composite+coupling+beams | en_HK |
dc.identifier.email | Su, RKL:klsu@hkucc.hku.hk | en_HK |
dc.identifier.email | Pam, HJ:pamhoatjoen@hku.hk | en_HK |
dc.identifier.authority | Su, RKL=rp00072 | en_HK |
dc.identifier.authority | Pam, HJ=rp00071 | en_HK |
dc.description.nature | link_to_subscribed_fulltext | - |
dc.identifier.doi | 10.1061/(ASCE)0733-9445(2005)131:8(1294) | en_HK |
dc.identifier.scopus | eid_2-s2.0-24344510208 | en_HK |
dc.identifier.hkuros | 117968 | en_HK |
dc.relation.references | http://www.scopus.com/mlt/select.url?eid=2-s2.0-24344510208&selection=ref&src=s&origin=recordpage | en_HK |
dc.identifier.volume | 131 | en_HK |
dc.identifier.issue | 8 | en_HK |
dc.identifier.spage | 1294 | en_HK |
dc.identifier.epage | 1302 | en_HK |
dc.identifier.isi | WOS:000230707600014 | - |
dc.publisher.place | United States | en_HK |
dc.relation.project | Reinforced concrete coupling beams with embedded steel plate | - |
dc.identifier.scopusauthorid | Lam, WY=8932010300 | en_HK |
dc.identifier.scopusauthorid | Su, RKL=7102627096 | en_HK |
dc.identifier.scopusauthorid | Pam, HJ=6602976141 | en_HK |
dc.identifier.issnl | 0733-9445 | - |