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Statical indeterminacy and stability of structures, F
Elements of linear graph theory are presented and used to generate matrix whose dimensions and rank are necessary and sufficient for describing static stability and indeterminacy of skeletal structures; it is shown that for rigid frame with fixed supports, only one topological quantity, first Betti number, is sufficient; when hinges, free ends, or other nonrigid connections or supports are present, geometrical information is also required.
Statical indeterminacy and stability of structures, F
Elements of linear graph theory are presented and used to generate matrix whose dimensions and rank are necessary and sufficient for describing static stability and indeterminacy of skeletal structures; it is shown that for rigid frame with fixed supports, only one topological quantity, first Betti number, is sufficient; when hinges, free ends, or other nonrigid connections or supports are present, geometrical information is also required.
Statical indeterminacy and stability of structures, F
ASCE -- Proc (J Structural Div)
Dimaggio, L. (Autor:in)
1963
13 pages
Aufsatz (Zeitschrift)
Englisch
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