Matrix Analysis of Plane Rigid Frames

by Fernando Venancio Filho,

Serial Information: Transactions of the American Society of Civil Engineers, 1961, Vol. 126, Issue 2, Pg. 214-227

Document Type: Journal Paper


Problem is formulated in matrix form, using principle of virtual work with displacements or forces as unknowns; method is especially suitable for high speed digital computers; it is concluded that, for such structures, analyzed in terms of matrix formulation, displacement method has great advantage over force method.

Subject Headings: Rigid frames | Matrix (mathematics) | Displacement (mechanics) | Computer analysis | Structural analysis

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