File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: Study on a seismic slit shear wall with cyclic experiment and macro-model analysis

TitleStudy on a seismic slit shear wall with cyclic experiment and macro-model analysis
Authors
KeywordsCyclic loading
Energy dissipation
Hysteretic model
Macroscopic model
Shear wall
Issue Date2003
PublisherTechno-Press. The Journal's web site is located at http://technopress.kaist.ac.kr/?journal=sem&subpage=5
Citation
Structural Engineering And Mechanics, 2003, v. 16 n. 4, p. 371-390 How to Cite?
AbstractThe concept of the seismic slit shear wall was proposed in the early 1990's. A series of experimental and theoretic studies on the wall with reinforced concrete short connecting beams cast in the slit were carried out. In this paper another type of slit shear wall is studied. It is one with vertical slit purposely cast within the wall, and the rubber belt penetrated by a part of web shear reinforcement as seismic energy-dissipation device is filled in the slit. Firstly, an experiment under cyclic loading was carried out on two shear wall models, one slit and the other solid. The failure mechanism and energy-dissipation capacity are compared between the two different models, which testifies the seismic performance of the slit wall improved significantly. Secondly, for engineering practice purpose, a macroscopic analytical model is developed to predict the nonlinear behavior of the slit shear wall under cyclic loading. The mechanical properties of each constituent elements of this model are based on the actual behavior of the materials. Furthermore, the effects of both the axial force and bending moment on the shear behavior are taken into account with the aid of the modified compression-field theory. The numerical results are verified to be in close agreement with the experimental measurements.
Persistent Identifierhttp://hdl.handle.net/10722/70869
ISSN
2015 Impact Factor: 1.021
2015 SCImago Journal Rankings: 0.450
References

 

DC FieldValueLanguage
dc.contributor.authorJiang, Hen_HK
dc.contributor.authorLu, Xen_HK
dc.contributor.authorKwan, AKHen_HK
dc.contributor.authorCheung, YKen_HK
dc.date.accessioned2010-09-06T06:26:51Z-
dc.date.available2010-09-06T06:26:51Z-
dc.date.issued2003en_HK
dc.identifier.citationStructural Engineering And Mechanics, 2003, v. 16 n. 4, p. 371-390en_HK
dc.identifier.issn1225-4568en_HK
dc.identifier.urihttp://hdl.handle.net/10722/70869-
dc.description.abstractThe concept of the seismic slit shear wall was proposed in the early 1990's. A series of experimental and theoretic studies on the wall with reinforced concrete short connecting beams cast in the slit were carried out. In this paper another type of slit shear wall is studied. It is one with vertical slit purposely cast within the wall, and the rubber belt penetrated by a part of web shear reinforcement as seismic energy-dissipation device is filled in the slit. Firstly, an experiment under cyclic loading was carried out on two shear wall models, one slit and the other solid. The failure mechanism and energy-dissipation capacity are compared between the two different models, which testifies the seismic performance of the slit wall improved significantly. Secondly, for engineering practice purpose, a macroscopic analytical model is developed to predict the nonlinear behavior of the slit shear wall under cyclic loading. The mechanical properties of each constituent elements of this model are based on the actual behavior of the materials. Furthermore, the effects of both the axial force and bending moment on the shear behavior are taken into account with the aid of the modified compression-field theory. The numerical results are verified to be in close agreement with the experimental measurements.en_HK
dc.languageengen_HK
dc.publisherTechno-Press. The Journal's web site is located at http://technopress.kaist.ac.kr/?journal=sem&subpage=5en_HK
dc.relation.ispartofStructural Engineering and Mechanicsen_HK
dc.subjectCyclic loadingen_HK
dc.subjectEnergy dissipationen_HK
dc.subjectHysteretic modelen_HK
dc.subjectMacroscopic modelen_HK
dc.subjectShear wallen_HK
dc.titleStudy on a seismic slit shear wall with cyclic experiment and macro-model analysisen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=1225-4568&volume=16&issue=4&spage=371&epage=390&date=2003&atitle=Study+on+a+seismic+slit+shear+wall+with+cyclic+experiment+and+macro-model+analysisen_HK
dc.identifier.emailKwan, AKH:khkwan@hkucc.hku.hken_HK
dc.identifier.emailCheung, YK:hreccyk@hkucc.hku.hken_HK
dc.identifier.authorityKwan, AKH=rp00127en_HK
dc.identifier.authorityCheung, YK=rp00104en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.scopuseid_2-s2.0-0141842581en_HK
dc.identifier.hkuros94839en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0141842581&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume16en_HK
dc.identifier.issue4en_HK
dc.identifier.spage371en_HK
dc.identifier.epage390en_HK
dc.publisher.placeKorea, Republic ofen_HK
dc.identifier.scopusauthoridJiang, H=7404466759en_HK
dc.identifier.scopusauthoridLu, X=7404839168en_HK
dc.identifier.scopusauthoridKwan, AKH=7101738204en_HK
dc.identifier.scopusauthoridCheung, YK=7202111065en_HK

Export via OAI-PMH Interface in XML Formats


OR


Export to Other Non-XML Formats