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Article: Boundary element method with exterior collocation in two-dimensional elastodynamic problems

TitleBoundary element method with exterior collocation in two-dimensional elastodynamic problems
Authors
Issue Date1995
Citation
Earthquake Engineering & Structural Dynamics, 1995, v. 24 n. 1, p. 99-108 How to Cite?
AbstractThe boundary element method with exterior collocation was applied to two-dimensional elastodynamic problems. The stability of the numerical solution was discussed and the collocation rule of source points outside the region being studied was investigated in the frequency domain by means of the computed error in the boundary displacement and the condition number of the coefficient matrix for two typical wave propagation problems. The achieved results are helpful to the practical application of this method to earthquake ground motion analysis. -Authors
Persistent Identifierhttp://hdl.handle.net/10722/150039
ISSN
2015 Impact Factor: 2.127
2015 SCImago Journal Rankings: 2.921

 

DC FieldValueLanguage
dc.contributor.authorFu, TMen_US
dc.contributor.authorXiong, JGen_US
dc.contributor.authorCheung, YKen_US
dc.date.accessioned2012-06-26T06:01:14Z-
dc.date.available2012-06-26T06:01:14Z-
dc.date.issued1995en_US
dc.identifier.citationEarthquake Engineering & Structural Dynamics, 1995, v. 24 n. 1, p. 99-108en_US
dc.identifier.issn0098-8847-
dc.identifier.urihttp://hdl.handle.net/10722/150039-
dc.description.abstractThe boundary element method with exterior collocation was applied to two-dimensional elastodynamic problems. The stability of the numerical solution was discussed and the collocation rule of source points outside the region being studied was investigated in the frequency domain by means of the computed error in the boundary displacement and the condition number of the coefficient matrix for two typical wave propagation problems. The achieved results are helpful to the practical application of this method to earthquake ground motion analysis. -Authorsen_US
dc.languageengen_US
dc.relation.ispartofEarthquake Engineering & Structural Dynamicsen_US
dc.rightsEarthquake Engineering and Structural Dynamics. Copyright © John Wiley & Sons Ltd.-
dc.titleBoundary element method with exterior collocation in two-dimensional elastodynamic problemsen_US
dc.typeArticleen_US
dc.identifier.emailCheung, YK:hreccyk@hkucc.hku.hken_US
dc.identifier.authorityCheung, YK=rp00104en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.doi10.1002/eqe.4290240108-
dc.identifier.scopuseid_2-s2.0-0028974923en_US
dc.identifier.hkuros1203-
dc.identifier.volume24en_US
dc.identifier.issue1en_US
dc.identifier.spage99en_US
dc.identifier.epage108en_US
dc.identifier.scopusauthoridFu, TM=7202515588en_US
dc.identifier.scopusauthoridXiong, JG=7202010012en_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US

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