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Seismic assessment through nonlinear dynamic analyses is carried out for both limit states of Significant Damage and Damage Limitation.
In order to achieve these objectives, a comprehensive parametric numerical study based on nonlinear dynamic analyses is carried out.
With these known characteristics, an uncertainty analyses is carried out on an actuated shape of the deformable mirror, which is 50X50X4 [mm].
For each span, a series of analyses is carried out with three chosen beam spacing namely, 1.00 m, 1.25 m, and 1.50 m.
By using a verified, fully coupled and inelastic finite element procedure, a series of numerical analyses is carried out for a deep soft soil profile subjected to multidirectional earthquake loadings.
A series of container-column impact analyses is carried out, and damage to the column is evaluated by means of a damage index characterized by degradation of axial load carrying capacity.
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Analyses were carried out by all authors.
Metric analyses are carried out using the Affymetrix miRNA QC Tool.
Phylogenetic analyses were carried out in TNT vs. 1.541.
All acoustic analyses were carried out in Matlab 8.6.
Bayesian skyline analyses were carried out with Tracer software v1.6.
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