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Conference Paper: Geotechnical seismic isolation system - Experimental study

TitleGeotechnical seismic isolation system - Experimental study
Authors
KeywordsExperimental Study
Geotechnical Seismic Isolation (Gsi) System
Rubber-Sand Mixture (Rsm)
Issue Date2011
PublisherTrans Tech Publications Ltd.. The Journal's web site is located at http://www.scitec.ch/1022-6680/
Citation
Advanced Materials Research, 2011, v. 163-167, p. 4449-4453 How to Cite?
AbstractIn this study, an experimental investigation program on a newly proposed seismic isolation technique, namely "Geotechnical Seismic Isolation (GSI) system", is conducted with an aim of simulating its dynamic performance during earthquakes. The testing procedure is three-fold: (1) A series of cyclic simple shear tests is conducted on the key constituent material of the proposed GSI system, i.e., rubber-sand mixture (RSM) in order to understand its behavior under cyclic loadings. (2) The GSI system is then subjected to a series of shaking table tests with different levels of input ground shakings. (3) By varying the controlling parameters such as percentage of rubber in RSM, thickness of RSM layer, coupled with the weight of superstructure, a comprehensive parametric study is performed. This experimental survey demonstrates the excellent performance of the GSI system for potential seismic hazard mitigation. © (2011) Trans Tech Publications.
Persistent Identifierhttp://hdl.handle.net/10722/152168
ISSN
2015 SCImago Journal Rankings: 0.115
References

 

DC FieldValueLanguage
dc.contributor.authorXiong, Wen_US
dc.contributor.authorTsang, HHen_US
dc.contributor.authorLo, SHen_US
dc.contributor.authorShang, Sen_US
dc.contributor.authorWang, Hen_US
dc.contributor.authorZhou, Fen_US
dc.date.accessioned2012-06-26T06:35:46Z-
dc.date.available2012-06-26T06:35:46Z-
dc.date.issued2011en_US
dc.identifier.citationAdvanced Materials Research, 2011, v. 163-167, p. 4449-4453en_US
dc.identifier.issn1022-6680en_US
dc.identifier.urihttp://hdl.handle.net/10722/152168-
dc.description.abstractIn this study, an experimental investigation program on a newly proposed seismic isolation technique, namely "Geotechnical Seismic Isolation (GSI) system", is conducted with an aim of simulating its dynamic performance during earthquakes. The testing procedure is three-fold: (1) A series of cyclic simple shear tests is conducted on the key constituent material of the proposed GSI system, i.e., rubber-sand mixture (RSM) in order to understand its behavior under cyclic loadings. (2) The GSI system is then subjected to a series of shaking table tests with different levels of input ground shakings. (3) By varying the controlling parameters such as percentage of rubber in RSM, thickness of RSM layer, coupled with the weight of superstructure, a comprehensive parametric study is performed. This experimental survey demonstrates the excellent performance of the GSI system for potential seismic hazard mitigation. © (2011) Trans Tech Publications.en_US
dc.languageengen_US
dc.publisherTrans Tech Publications Ltd.. The Journal's web site is located at http://www.scitec.ch/1022-6680/en_US
dc.relation.ispartofAdvanced Materials Researchen_US
dc.subjectExperimental Studyen_US
dc.subjectGeotechnical Seismic Isolation (Gsi) Systemen_US
dc.subjectRubber-Sand Mixture (Rsm)en_US
dc.titleGeotechnical seismic isolation system - Experimental studyen_US
dc.typeConference_Paperen_US
dc.identifier.emailLo, SH:hreclsh@hkucc.hku.hken_US
dc.identifier.authorityLo, SH=rp00223en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.doi10.4028/www.scientific.net/AMR.163-167.4449en_US
dc.identifier.scopuseid_2-s2.0-78651406859en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-78651406859&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume163-167en_US
dc.identifier.spage4449en_US
dc.identifier.epage4453en_US
dc.publisher.placeSwitzerlanden_US
dc.identifier.scopusauthoridXiong, W=7102317080en_US
dc.identifier.scopusauthoridTsang, HH=10145057100en_US
dc.identifier.scopusauthoridLo, SH=7401542444en_US
dc.identifier.scopusauthoridShang, S=7103371713en_US
dc.identifier.scopusauthoridWang, H=35320534600en_US
dc.identifier.scopusauthoridZhou, F=35112572300en_US

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