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Bending stiffness analysis has been analyzed in Ref. [8].
This paper presents a parametric stiffness analysis of the Orthoglide.
An example is given to illustrate the results of stiffness analysis.
Both connections were classified as Semi-rigid connections by stiffness analysis according to Eurocode3.
A secant stiffness analysis method for the inelastic earthquake design of building structures was developed.
The redistributed moments and plastic rotations of individual members can be evaluated from the results of secant stiffness analysis.
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Essentially, it is proposed to replace the current typical approach to structural design of conducting a simple elastic (with nominal stiffness) structural analysis followed by elaborate member checks with an integrated process utilising more sophisticated second-order analysis (with stiffness reduction) but very simple design checks.
The solution is obtained by using a dynamic stiffness matrix analysis.
The solution for the second part is obtained by using a dynamic stiffness matrix analysis.
In this study, a new strength and stiffness numerical analysis approach of fiber reinforced concrete with oriented fibers and re-bars is proposed.
By decomposing the overall results from the dynamic stiffness matrix analysis, the responses of the shell can then be interpreted in terms of wave propagation.
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