Please use this identifier to cite or link to this item: http://hdl.handle.net/10316/4021
DC FieldValueLanguage
dc.contributor.authorTadeu, António-
dc.contributor.authorAntónio, Julieta-
dc.date.accessioned2008-09-01T09:47:36Z-
dc.date.available2008-09-01T09:47:36Z-
dc.date.issued2002en_US
dc.identifier.citationEngineering Structures. 24:4 (2002) 491-499en_US
dc.identifier.urihttp://hdl.handle.net/10316/4021-
dc.description.abstractThis work presents analytical Green's functions for the steady state response of a homogeneous three-dimensional free solid layer formation (slab) subjected to a spatially sinusoidal harmonic line load, polarized along the horizontal, vertical and z directions. The equations presented here are not only themselves very interesting but are also useful for formulating three-dimensional elastodynamic problems in a slab-type formation, using integral transform methods and/or boundary elements. The final expressions are validated by comparing them with the results obtained by using the Boundary Element Method solution, for which both free surfaces of the slab are discretized with boundary elements.en_US
dc.description.urihttp://www.sciencedirect.com/science/article/B6V2Y-44B5GK1-1/1/71635cc96ec2ce60673a3f8c3ad2a876en_US
dc.format.mimetypeaplication/PDFen
dc.language.isoengeng
dc.rightsopenAccesseng
dc.subjectGreen's functionsen_US
dc.subjectFree solid layer formationen_US
dc.subjectAnalytical solutionsen_US
dc.titleGreen's functions for 2.5D elastodynamic problems in a free solid layer formationen_US
dc.typearticleen_US
item.fulltextCom Texto completo-
item.grantfulltextopen-
item.languageiso639-1en-
crisitem.author.deptFaculdade de Ciências e Tecnologia, Universidade de Coimbra-
crisitem.author.parentdeptUniversidade de Coimbra-
crisitem.author.researchunitCentre for Research in Construction Science-
crisitem.author.orcid0000-0002-5996-2023-
Appears in Collections:FCTUC Eng.Civil - Artigos em Revistas Internacionais
Files in This Item:
File Description SizeFormat
filec6638ad31e094638bd706440485f04b3.pdf259.61 kBAdobe PDFView/Open
Show simple item record

Page view(s) 20

529
checked on Jan 22, 2020

Download(s)

119
checked on Jan 22, 2020

Google ScholarTM

Check


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.