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Support reactions are first calculated by exact dynamic method.
The support reactions, however, become dependent on the material and design parameters of the shaft.
This paper proposes a simplified method to calculate elastic support reactions under vertical earthquake ground motion.
This chapter focuses on the stresses and deflections at the mid-span section as well as support reactions.
Typically, the value of the transverse core strength that minimises the back face deflection also minimises the support reactions.
This should be achieved in the design to enhance energy absorption, reduce support reactions and initiate a safer failure mode.
Similar(33)
One composite beam exhibited 22% redistribution of support reaction at 88% of the failure load.
Typically, the transverse core strength that minimizes back face deflection is 40% below the value that minimizes the support reaction.
This condition, together with Fourier transforms and Dirac combs, forms a relation between the beam displacement and support reaction forces.
The elastic support reaction in relation to force in compressed chord and coefficient of buckling length related to side-support distance are also calculated.
The unknowns of the finite beam problem are the support reaction forces/moments and the magnitudes of four waves reflected from the ends of the beam.
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