Stiffness Matrix for Eccentric Beam Segment

by Lawrence L. Durocher,
James Kane,

Serial Information: Journal of the Structural Division, 1979, Vol. 105, Issue 2, Pg. 447-450

Document Type: Journal Paper


The writes. purpose was to derive a stiffness matrix that could be simply inserted in a standard skeleton program and whose degrees-of-freedom are very familiar to structural analysts.

Subject Headings: Beams | Stiffening | Matrix (mathematics) | Structural analysis

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