Operational Method for Pin-Jointed Trussesby Bennosuke Tanimoto,
Serial Information: Journal of the Structural Division, 1966, Vol. 92, Issue 3, Pg. 179-198
Document Type: Journal Paper
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An operational method is developed to analyze plane multi-bay indeterminate pin-jointed trusses. Introducing the concept of the constituent bay or unit and defining a physical matrix, called the eigenmatrix, which is characteristic of the unit, a definite recurrence equation is obtained. The standard current eigenmatrix can be determined from boundary conditions at both ends of the truss. A typical numerical example proves the method to be effective. The method has been extended to more complex trusses involving skew, multi-storied, and three-dimensional ones. The method can avoid very large size inverses, and the only difficulty in it is that the operational matrices increase their size as the unit becomes complicated.
Subject Headings: Trusses | Matrix (mathematics) | Numerical methods | Boundary conditions | Skewness | Bays
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