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

Discussion: Will Kenneth M. (See full record)
Closure: (See full record)

Abstract: 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: Stiffening | Matrix (mathematics) | Structural analysis | Beams

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