Title of article
FORCE METHOD FOR FINITE ELEMENT MODELS WITH INDETERMINATE SUPPORT CONDITIONS
Author/Authors
A.، KAVEH نويسنده , , K.، KOOHESTANI نويسنده , , N.، TAGHIZADEH نويسنده ,
Issue Information
دوفصلنامه با شماره پیاپی سال 2007
Pages
-388
From page
389
To page
0
Abstract
Graph theoretical force methods are highly efficient for the generation of sparse and banded null bases and flexibility matrices, however, these methods require special considerations when the support conditions are indeterminate. These considerations with special methods are presented in this paper which leads to efficient utilization of graph theoretical force method for indeterminate support conditions with no substantial decrease in sparsity.
Keywords
NULL BASIS , INDETERMINATE SUPPORT CONDITION , graph theory , Finite elements , SPARSE , FLEXIBILITY MATRIX
Journal title
Asian Journal of Civil Engineering (Building and Housing)
Serial Year
2007
Journal title
Asian Journal of Civil Engineering (Building and Housing)
Record number
108199
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