DC Field | Value | Language |
---|---|---|
dc.contributor.author | Kim, KH | ko |
dc.contributor.author | Choi, Chang Koon | ko |
dc.date.accessioned | 2013-03-03T10:55:22Z | - |
dc.date.available | 2013-03-03T10:55:22Z | - |
dc.date.created | 2012-02-06 | - |
dc.date.created | 2012-02-06 | - |
dc.date.issued | 2004 | - |
dc.identifier.citation | STRUCTURAL ENGINEERING AND MECHANICS, v.18, no.2, pp.247 - 262 | - |
dc.identifier.issn | 1225-4568 | - |
dc.identifier.uri | http://hdl.handle.net/10203/78411 | - |
dc.description.abstract | In the earlier application of the spline finite strip method(FSM), the uniform B3-spline functions were used in the longitudinal direction while the conventional interpolation functions were used in the transverse direction to construct the displacement filed in a strip. To overcome the shortcoming of the uniform B3-spline, non-periodic B-spline was developed as the displacement function. The use of non-periodic B3-spline function requires no tangential vectors at both ends to interpolate the geometry of shell and the Kronecker delta property is also satisfied at the end boundaries. Recently, non-periodic spline FSM which was modified to have a multiple knots at the boundary was developed for the shell analysis and applied to the analysis of bridges. In the formulation of a non-symmetric spline finite strip method, the concepts of non-periodic B3-spline and a stress-resultant finite strip with drilling degrees of freedom for a shell are used. The introduction of non-symmetrically spaced knots in the longitudinal direction allows the selective local refinement to improve the accuracy of solution at the connections or at the location of concentrated load. A number of numerical tests were performed to prove the accuracy and efficiency of the present study. | - |
dc.language | English | - |
dc.publisher | Techno-Press | - |
dc.subject | BOX-GIRDER BRIDGES | - |
dc.subject | ELEMENT | - |
dc.subject | FREEDOM | - |
dc.title | A non-symmetric non-periodic B3-spline finite strip method | - |
dc.type | Article | - |
dc.identifier.wosid | 000222875900007 | - |
dc.identifier.scopusid | 2-s2.0-3142682145 | - |
dc.type.rims | ART | - |
dc.citation.volume | 18 | - |
dc.citation.issue | 2 | - |
dc.citation.beginningpage | 247 | - |
dc.citation.endingpage | 262 | - |
dc.citation.publicationname | STRUCTURAL ENGINEERING AND MECHANICS | - |
dc.contributor.nonIdAuthor | Kim, KH | - |
dc.type.journalArticle | Article | - |
dc.subject.keywordAuthor | non-periodic B-spline function | - |
dc.subject.keywordAuthor | stress-resultant shell | - |
dc.subject.keywordAuthor | a non-symmetric spline finite strip | - |
dc.subject.keywordPlus | BOX-GIRDER BRIDGES | - |
dc.subject.keywordPlus | ELEMENT | - |
dc.subject.keywordPlus | FREEDOM | - |
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