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Please use this identifier to cite or link to this item: http://eprint.iitd.ac.in/handle/2074/2380

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dc.contributor.authorSingh, Y-
dc.contributor.authorNagpal, A K-
dc.date.accessioned2007-01-12T08:03:01Z-
dc.date.available2007-01-12T08:03:01Z-
dc.date.issued1994-
dc.identifier.citationComputers & Structures, 50(5), 655-663p.en
dc.identifier.urihttp://eprint.iitd.ac.in/dspace/handle/2074/2380-
dc.description.abstractA two-stage solution procedure is presented for the lateral load analysis of framed tubes. In the first stage dual shape functions and Gauss elimination solution are used to obtain an approximate solution. In the second stage a Gauss-Seidel iterative solution is used to obtain an accurate solution. The proposed two-stage solution procedure only requires a small fraction of the CPU time needed in the standard Gauss elimination solution. Computer storage locations required are also smaller than those in the standard solution. With the use of the two-stage solution procedure analysis of framed tubes of practical sizes can be carried out on PCs.en
dc.format.extent268175 bytes-
dc.format.mimetypeapplication/pdf-
dc.language.isoenen
dc.subjectframed tubesen
dc.subjectgauss-Seidelen
dc.subjectgauss elimination solutionen
dc.titleTwo-stage solution for framed tube buildingsen
dc.typeArticleen
Appears in Collections:Civil Engineering

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