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Article: Limit of considering dynamic soil-structure interaction

TitleLimit of considering dynamic soil-structure interaction
Authors
KeywordsFundamental Period
Limit
Model Test
Soil-Structure Interaction
Issue Date2009
Citation
Journal Of Earthquake Engineering And Engineering Vibration, 2009, v. 29 n. 6, p. 182-190 How to Cite?
AbstractThis paper includes an investigation on a model test for dynamic soil-structure interaction, the approximate effective fundamental period and the limit of considering the dynamic soil-structure interaction. A frame model test with fixed-base and flexible-base is presented, and the approaches proposed in FEMA450 can reliably predict the influence of soil-structure interaction on fundamental period by comparing the test results and the calculated results. By using the approximate fundamental period of frame structure with fixed-base proposed in FEMA450, the methods of the approximate effective fundamental period are developed for foundations supported at the surface and embedded foundations, respectively. Then the limit of considering the dynamic soil-structure interaction is discussed, the effect of the depth of embedment is taken into account,and the rational limits are proposed.
Persistent Identifierhttp://hdl.handle.net/10722/150529
ISSN
References

 

DC FieldValueLanguage
dc.contributor.authorLu, Hen_US
dc.contributor.authorLiang, Pen_US
dc.contributor.authorYang, Jen_US
dc.contributor.authorShang, Sen_US
dc.date.accessioned2012-06-26T06:05:30Z-
dc.date.available2012-06-26T06:05:30Z-
dc.date.issued2009en_US
dc.identifier.citationJournal Of Earthquake Engineering And Engineering Vibration, 2009, v. 29 n. 6, p. 182-190en_US
dc.identifier.issn1000-1301en_US
dc.identifier.urihttp://hdl.handle.net/10722/150529-
dc.description.abstractThis paper includes an investigation on a model test for dynamic soil-structure interaction, the approximate effective fundamental period and the limit of considering the dynamic soil-structure interaction. A frame model test with fixed-base and flexible-base is presented, and the approaches proposed in FEMA450 can reliably predict the influence of soil-structure interaction on fundamental period by comparing the test results and the calculated results. By using the approximate fundamental period of frame structure with fixed-base proposed in FEMA450, the methods of the approximate effective fundamental period are developed for foundations supported at the surface and embedded foundations, respectively. Then the limit of considering the dynamic soil-structure interaction is discussed, the effect of the depth of embedment is taken into account,and the rational limits are proposed.en_US
dc.languageengen_US
dc.relation.ispartofJournal of Earthquake Engineering and Engineering Vibrationen_US
dc.subjectFundamental Perioden_US
dc.subjectLimiten_US
dc.subjectModel Testen_US
dc.subjectSoil-Structure Interactionen_US
dc.titleLimit of considering dynamic soil-structure interactionen_US
dc.typeArticleen_US
dc.identifier.emailYang, J:junyang@hkucc.hku.hken_US
dc.identifier.authorityYang, J=rp00201en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-77953666074en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-77953666074&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume29en_US
dc.identifier.issue6en_US
dc.identifier.spage182en_US
dc.identifier.epage190en_US
dc.publisher.placeChinaen_US
dc.identifier.scopusauthoridLu, H=26323246700en_US
dc.identifier.scopusauthoridLiang, P=36716441200en_US
dc.identifier.scopusauthoridYang, J=35605258800en_US
dc.identifier.scopusauthoridShang, S=7103371713en_US

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