Utilize este identificador para referenciar este registo: https://hdl.handle.net/1822/14636

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dc.contributor.authorPrieto, Francisco-
dc.contributor.authorLourenço, Paulo B.-
dc.contributor.authorOliveira, C. S.-
dc.date.accessioned2011-11-29T15:23:56Z-
dc.date.available2011-11-29T15:23:56Z-
dc.date.issued2004-06-
dc.identifier.issn1096-9845por
dc.identifier.urihttps://hdl.handle.net/1822/14636-
dc.description.abstractIn this work the classical theory of one block rocking motion is revisited. A Dirac-delta type interaction as impact mechanism is found to be an alternative for the traditional model. Numerical computations with this new formulation have shown that the agreement with the classical theory is excellent for the case of slender blocks and small displacements. Good agreement with experimental data has also been found for the case of arbitrary angles and slenderness. A probabilistic study of the variations in the coe cient of restitution due to the cyclic degradation at corners during seismic action is also performed. The approach presented in this paper opens new lines for further theoretical developments and computational applications.por
dc.language.isoengpor
dc.publisherJohn Wiley & Sons Ltdpor
dc.rightsopenAccesspor
dc.subjectRockingpor
dc.subjectBlock motionpor
dc.subjectDirac delta forcepor
dc.subjectrocking block motionpor
dc.titleImpulsive dirac-delta forces in the rocking motionpor
dc.typearticle-
dc.peerreviewedyespor
dc.relation.publisherversionhttp://dx.doi.org/10.1002/eqe.381por
sdum.publicationstatuspublishedpor
oaire.citationStartPage839por
oaire.citationEndPage857por
oaire.citationIssue7por
oaire.citationTitleEarthquake Engineering and Structural Dynamicspor
oaire.citationVolume33por
dc.identifier.doi10.1002/eqe.381por
dc.subject.wosScience & Technologypor
sdum.journalEarthquake Engineering & Structural Dynamicspor
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