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Article: Cyclic behaviour of connecting beams in reinforced concrete slit shear walls
Title | Cyclic behaviour of connecting beams in reinforced concrete slit shear walls |
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Authors | |
Issue Date | 1994 |
Publisher | Thomas Telford (ICE Publishing). The Journal's web site is located at http://www.structuresandbuildings.com |
Citation | Proceedings Of The Institution Of Civil Engineers: Structures And Buildings, 1994, v. 104 n. 3, p. 317-324 How to Cite? |
Abstract | The connecting beams in slit shear walls are generally much shorter than those in ordinary coupled shear walls and may therefore behave quite differently. In order to investigate the shear behaviour of such short connecting beams, two series of shear tests, one on monotonic behaviour and the other on cyclic behaviour, were carried out. Altogether, 24 specimens were tested. The results of the monotonic shear tests have been reported in an earlier paper. This Paper presents some additional information on the ductility of the beams as revealed by the monotonic shear tests, and the results of the cyclic shear tests. From the cyclic shear tests, the cracking and failure characteristics, reinforcement stress distribution, stiffness and strength degradations, ductility and damping capacity, etc., of the connecting beams are studied. The results are useful for evaluating the seismic performance of reinforced concrete slit shear walls. |
Persistent Identifier | http://hdl.handle.net/10722/70831 |
ISSN | 2023 Impact Factor: 1.2 2023 SCImago Journal Rankings: 0.327 |
ISI Accession Number ID |
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Kwan, AKH | en_HK |
dc.contributor.author | Cheung, YK | en_HK |
dc.contributor.author | Lu, XL | en_HK |
dc.date.accessioned | 2010-09-06T06:26:30Z | - |
dc.date.available | 2010-09-06T06:26:30Z | - |
dc.date.issued | 1994 | en_HK |
dc.identifier.citation | Proceedings Of The Institution Of Civil Engineers: Structures And Buildings, 1994, v. 104 n. 3, p. 317-324 | en_HK |
dc.identifier.issn | 0965-0911 | en_HK |
dc.identifier.uri | http://hdl.handle.net/10722/70831 | - |
dc.description.abstract | The connecting beams in slit shear walls are generally much shorter than those in ordinary coupled shear walls and may therefore behave quite differently. In order to investigate the shear behaviour of such short connecting beams, two series of shear tests, one on monotonic behaviour and the other on cyclic behaviour, were carried out. Altogether, 24 specimens were tested. The results of the monotonic shear tests have been reported in an earlier paper. This Paper presents some additional information on the ductility of the beams as revealed by the monotonic shear tests, and the results of the cyclic shear tests. From the cyclic shear tests, the cracking and failure characteristics, reinforcement stress distribution, stiffness and strength degradations, ductility and damping capacity, etc., of the connecting beams are studied. The results are useful for evaluating the seismic performance of reinforced concrete slit shear walls. | en_HK |
dc.language | eng | en_HK |
dc.publisher | Thomas Telford (ICE Publishing). The Journal's web site is located at http://www.structuresandbuildings.com | en_HK |
dc.relation.ispartof | Proceedings of the Institution of Civil Engineers: Structures and Buildings | en_HK |
dc.rights | Permission is granted by ICE Publishing to print one copy for personal use. Any other use of these PDF files is subject to reprint fees | - |
dc.title | Cyclic behaviour of connecting beams in reinforced concrete slit shear walls | en_HK |
dc.type | Article | en_HK |
dc.identifier.email | Kwan, AKH:khkwan@hkucc.hku.hk | en_HK |
dc.identifier.email | Cheung, YK:hreccyk@hkucc.hku.hk | en_HK |
dc.identifier.authority | Kwan, AKH=rp00127 | en_HK |
dc.identifier.authority | Cheung, YK=rp00104 | en_HK |
dc.description.nature | published_or_final_version | - |
dc.identifier.doi | 10.1680/istbu.1994.26781 | - |
dc.identifier.scopus | eid_2-s2.0-0028482609 | en_HK |
dc.identifier.hkuros | 1122 | en_HK |
dc.identifier.volume | 104 | en_HK |
dc.identifier.issue | 3 | en_HK |
dc.identifier.spage | 317 | en_HK |
dc.identifier.epage | 324 | en_HK |
dc.identifier.isi | WOS:A1994PH22300008 | - |
dc.publisher.place | United Kingdom | en_HK |
dc.identifier.scopusauthorid | Kwan, AKH=7101738204 | en_HK |
dc.identifier.scopusauthorid | Cheung, YK=7202111065 | en_HK |
dc.identifier.scopusauthorid | Lu, XL=7404839168 | en_HK |
dc.identifier.issnl | 0965-0911 | - |