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Seismically isolated bridge piers on shallow soil stratum with soil-structure interaction

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dc.contributor.author Vlassis, AG en
dc.contributor.author Spyrakos, CC en
dc.date.accessioned 2014-03-01T01:17:05Z
dc.date.available 2014-03-01T01:17:05Z
dc.date.issued 2001 en
dc.identifier.issn 0045-7949 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/14348
dc.subject Bridge pier en
dc.subject Seismic isolation en
dc.subject Soil stratum en
dc.subject Soil-structure interaction en
dc.subject.classification Computer Science, Interdisciplinary Applications en
dc.subject.classification Engineering, Civil en
dc.subject.other Safety testing en
dc.subject.other Seismology en
dc.subject.other Soil mechanics en
dc.subject.other Soil structure interactions en
dc.subject.other Structural design en
dc.subject.other Soil stratum en
dc.subject.other Bridge piers en
dc.title Seismically isolated bridge piers on shallow soil stratum with soil-structure interaction en
heal.type journalArticle en
heal.identifier.primary 10.1016/S0045-7949(01)00105-5 en
heal.identifier.secondary http://dx.doi.org/10.1016/S0045-7949(01)00105-5 en
heal.language English en
heal.publicationDate 2001 en
heal.abstract The objective of this study is to assess the effects of soil-structure interaction on the response of seismically isolated bridge piers founded on a shallow soil stratum overlying a rigid bedrock and to develop a method that considers soil-structure interaction and can be easily applied to the preliminary design of bridges. The relative importance of several parameters of the bridge-isolators-soil system is examined. Cases in which soil-structure interaction needs to be incorporated in seismically isolated bridge design are identified and ways to take advantage of soil-structure interaction in order to enhance the safety level and reduce design costs are recommended. (C) 2001 Published by Elsevier Science Ltd. en
heal.publisher PERGAMON-ELSEVIER SCIENCE LTD en
heal.journalName Computers and Structures en
dc.identifier.doi 10.1016/S0045-7949(01)00105-5 en
dc.identifier.isi ISI:000172936200006 en
dc.identifier.volume 79 en
dc.identifier.issue 32 en
dc.identifier.spage 2847 en
dc.identifier.epage 2861 en


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