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dc.contributor.authorSchepers, Winfried
dc.contributor.authorSavidis, Stavros
dc.contributor.authorKausel, Eduardo A.
dc.date.accessioned2016-03-10T02:02:58Z
dc.date.available2016-03-10T02:02:58Z
dc.date.issued2010-01
dc.date.submitted2009-10
dc.identifier.issn02677261
dc.identifier.urihttp://hdl.handle.net/1721.1/101653
dc.description.abstractThis paper deals with the problem of time-varying point loads applied onto the surface of an elastic half-space and the stresses that such loads elicit within that medium. The emphasis is on the evaluation of the isobaric contours for all six of the stress components at various frequencies of engineering interest and for a full range of Poisson’s ratios. The extensive set of pressure bulbs presented herein may be of help in predicting the severity of dynamic effects in common practical situations in engineering—or even the lack thereof.en_US
dc.language.isoen_US
dc.publisherElsevieren_US
dc.relation.isversionofhttp://dx.doi.org/10.1016/j.soildyn.2009.11.004en_US
dc.rightsCreative Commons Attribution-NonCommercial-NoDerivs Licenseen_US
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.sourceProf. Kausel via Anne Grahamen_US
dc.titleDynamic stresses in an elastic half-spaceen_US
dc.typeArticleen_US
dc.identifier.citationSchepers, Winfried, Stavros Savidis, and Eduardo Kausel. “Dynamic Stresses in an Elastic Half-Space.” Soil Dynamics and Earthquake Engineering 30, no. 9 (September 2010): 833–843.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineering
dc.contributor.approverKausel, Eduardo A.en_US
dc.contributor.mitauthorKausel, Eduardo A.en_US
dc.relation.journalSoil Dynamics and Earthquake Engineeringen_US
dc.eprint.versionAuthor's final manuscripten_US
dc.type.urihttp://purl.org/eprint/type/JournalArticleen_US
eprint.statushttp://purl.org/eprint/status/PeerRevieweden_US
dspace.orderedauthorsSchepers, Winfried; Savidis, Stavros; Kausel, Eduardoen_US
mit.licensePUBLISHER_CCen_US


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