Description: Unlike the Euler-Bernoulli beam formulation, the Timoshenko beam formulation
accounts for transverse shear deformation. It is therefore capable of modeling thin
or thick beams.In this code we perform the analysis of Timoshenko beams in
static bending, free vibrations and buckling.
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File list (Check if you may need any files):
Timoshenko beams\displacements_of_Timoshenko_beams.m
................\formStiffnessMassTimoshenkoBeam.m
................\FreeVibrationsOfTimoshenkobeams.m
Timoshenko beams
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