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dc.contributor.authorLiou, GSen_US
dc.contributor.authorLai, GZen_US
dc.contributor.authorWang, CCen_US
dc.date.accessioned2014-12-08T15:40:22Z-
dc.date.available2014-12-08T15:40:22Z-
dc.date.issued2003-09-01en_US
dc.identifier.issn0253-3839en_US
dc.identifier.urihttp://hdl.handle.net/11536/27564-
dc.description.abstractThis paper investigates some numerical aspects of solving 2-D time domain elastodynamic problems by the Boundary Element Method. In the investigation, quadratic spatial elements on the boundaries of domains, and linear temporal variations for displacement and constant temporal variation for traction in one time step are employed. For calculating internal displacement and stress, the traction kernels and internal stress kernels are derived by following the methodology developed by Israil and Banerjee. Since the non-dimensional time step beta=c(1)Deltat/l is a major parameter in judging the accuracy and stability of time domain BEM, the effects of beta value on numerical results are examined thoroughly in the investigation. Also, how accurate the time dot, main BEM is for calculating internal stress and displacement is also investigated comprehensively. Some conclusions are drawn from numerical experiments.en_US
dc.language.isoen_USen_US
dc.subjecttime domain BEMen_US
dc.subjectelastodynamicsen_US
dc.subjectinternal stressen_US
dc.subjectbeta-valuesen_US
dc.subjectnumerical dampingen_US
dc.titleNumerical time domain BEM experiment for 2-D elastodynamicsen_US
dc.typeArticleen_US
dc.identifier.journalJOURNAL OF THE CHINESE INSTITUTE OF ENGINEERSen_US
dc.citation.volume26en_US
dc.citation.issue5en_US
dc.citation.spage597en_US
dc.citation.epage605en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000185572400005-
dc.citation.woscount1-
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