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dc.contributor.authorWang, CCen_US
dc.contributor.authorLiou, GSen_US
dc.date.accessioned2014-12-08T15:48:55Z-
dc.date.available2014-12-08T15:48:55Z-
dc.date.issued1998-07-01en_US
dc.identifier.issn0253-3839en_US
dc.identifier.urihttp://hdl.handle.net/11536/32533-
dc.description.abstractThe three (LC, QC and QL) new time domain BEM methods are compared with each other and with an analytical method, the Laplace domain BEM method and another time domain boundary element method by solving two example problems of a circular cylindrical cavity subjected to a suddenly applied internal pressure, and a finite bar subjected to a ramp-step loading. Numerical study reveals that the three (LC, QC and QL) new methods are more accurate and stable than the other numerical methods used for comparison. Demonstration of the numerical computational time versus time steps of the three BEM methods is also given for a simple two-dimensional elastodynamics problem of a bar with 12-quadratic-element mesh due to an end traction. The difference in computational times by QC and LC methods is small.en_US
dc.language.isoen_USen_US
dc.subjecttime domainen_US
dc.subjectBEMen_US
dc.subjectelastodynamicen_US
dc.titleComparison of time domain BEM for 2D elastodynamicen_US
dc.typeArticleen_US
dc.identifier.journalJOURNAL OF THE CHINESE INSTITUTE OF ENGINEERSen_US
dc.citation.volume21en_US
dc.citation.issue4en_US
dc.citation.spage479en_US
dc.citation.epage484en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000074878400010-
dc.citation.woscount0-
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