A tapered Timoshenko–Euler beam element for analysis of steel portal frames
Author:
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference28 articles.
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2. Exact Bernoulli-Euler static stiffness matrix for a range of tapered beam-columns;Banerjee;Int J Num Meth Engng,1986
3. Elastic buckling of tapered monosymmetric I-beams;Bradford;J of Struc Engng,1988
4. Finite element formulation of a tapered Timoshenko beam for free vibration analysis;Cleghorn;J. of Sound & Vib,1992
5. Tapered thin open section beams on elastic foundation—buckling analysis;Dube;Computers & Structures,1996
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