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Operational method for pin-jointed trusses
Operational method is developed to analyze plane multibay indeterminate pin-jointed trusses; introducing concept of constituent bay or unit and defining physical matrix, called eigenmatrix, which is characteristic of unit, definite recurrence equation is obtained; standard current eigenmatrix can be determined from boundary conditions at both ends of truss; typical numerical example proves method to be effective; method has been extended to more complex trusses involving skew, multistoried, and three-dimensional; method can avoid very large size inverses; difficulty in it is that operational matrices increase their size as unit becomes complicated.
Operational method for pin-jointed trusses
Operational method is developed to analyze plane multibay indeterminate pin-jointed trusses; introducing concept of constituent bay or unit and defining physical matrix, called eigenmatrix, which is characteristic of unit, definite recurrence equation is obtained; standard current eigenmatrix can be determined from boundary conditions at both ends of truss; typical numerical example proves method to be effective; method has been extended to more complex trusses involving skew, multistoried, and three-dimensional; method can avoid very large size inverses; difficulty in it is that operational matrices increase their size as unit becomes complicated.
Operational method for pin-jointed trusses
ASCE -- Proc (J Structural Div)
Tanimoto, B. (author)
1966
20 pages
Article (Journal)
English
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Buckling of Rigid-Jointed Plane Trusses
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