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dc.contributor.authorWang, CCen_US
dc.contributor.authorWang, HCen_US
dc.contributor.authorLiou, GSen_US
dc.date.accessioned2014-12-08T15:02:45Z-
dc.date.available2014-12-08T15:02:45Z-
dc.date.issued1996-03-30en_US
dc.identifier.issn0029-5981en_US
dc.identifier.urihttp://hdl.handle.net/11536/1394-
dc.description.abstractA quadratic time-domain Boundary Element Method (BEM) for two-dimensional (2-D) elastodynamic transient wave analysis is presented. Emphasis is focused on developing time-domain fundamental convoluted kernels and methodology for quadratic temporal solution procedure which are never presented before. In the presented BEM method, the displacement temporal variation is assumed to be quadratic, the traction temporal variation is assumed to be linear (called QL method, a two-time-step piecewise continuity method), and the spatial variations are assumed to be quadratic variation. The QL method is compared with the LC method and the QC method by solving several example problems. Numerical study reveals that the QC and QL methods are more accurate and stable than the LC method, and the QL method is much better than the QC method for transient problems.en_US
dc.language.isoen_USen_US
dc.subjecttime-domain BEMen_US
dc.subject2-D convoluted kernelen_US
dc.subjecttransient waveen_US
dc.subjectquadratic temporal variationen_US
dc.subjectelastodynamicsen_US
dc.titleTwo-dimensional elastodynamic transient analysis by QL time-domain BEM formulationen_US
dc.typeArticleen_US
dc.identifier.journalINTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERINGen_US
dc.citation.volume39en_US
dc.citation.issue6en_US
dc.citation.spage951en_US
dc.citation.epage985en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:A1996UD12100004-
dc.citation.woscount5-
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