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dc.contributor.authorDeng, JGen_US
dc.contributor.authorCheng, FPen_US
dc.date.accessioned2014-12-08T15:46:12Z-
dc.date.available2014-12-08T15:46:12Z-
dc.date.issued1999-10-01en_US
dc.identifier.issn1225-4568en_US
dc.identifier.urihttp://hdl.handle.net/11536/31069-
dc.description.abstractThis work applies a structural analysis method based on an analytical solution from the Fourier series which transforms a half-range cosine expansion into a static solution involving plated structures. Two sub-matrices of in-plane and plate-bending problems are also formulated and coupled with the prescribed boundary conditions for these variables, thereby providing a convenient basis for a numerical solution. In addition, the plate connection are introduced by describing the connection between common boundary continuity and equilibrium. Moreover, a simple computation scheme is proposed. Numerical results are then compared with finite element results, demonstrating the numerical scheme's versatility and accuracy.en_US
dc.language.isoen_USen_US
dc.subjectFourier seriesen_US
dc.subjecthalf-range cosine expansionen_US
dc.subjectin-plane stressen_US
dc.subjectplate-bending stressen_US
dc.subjectplated structuresen_US
dc.titleFourier series expansion method for plated-structuresen_US
dc.typeArticleen_US
dc.identifier.journalSTRUCTURAL ENGINEERING AND MECHANICSen_US
dc.citation.volume8en_US
dc.citation.issue4en_US
dc.citation.spage343en_US
dc.citation.epage360en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000082150000002-
dc.citation.woscount0-
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