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Linear elastic analysis may be used in the preliminary design.
Comparisons were made using a piecewise linear elastic analysis.
In other words, the prying effect in concrete can be predicted through the elastic analysis.
The buckling load of shell obtained from the linear elastic analysis was 166.401 kN.
Using elastic analysis is considered in many seismic codes due to the simplicity and modeling assumptions.
These factors can lead to buckling instability which cannot be modelled in an elastic analysis.
Response spectra analysis based on the modal superposition method is restricted to linear elastic analysis.
The elastic analysis of tools was also carried out for comparison.
Elastic analysis of axi-symmetric finite cylinder constrained radial displacement on the loading end.
The distribution of the reinforcing steel was proposed based on linear elastic analysis with plate elements.
Moreover most of these were designed using older codes based on elastic analysis such as CP114.
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