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The seismic losses for the 24 analyzed structures were evaluated using the following procedure.
The 24 analyzed structures were grouped into eight classes (each containing the same structure designed for three levels of peak ground acceleration).
The analyzed structures were designed for three levels of peak ground accelerations, corresponding to mean return periods of 100, 225, and 475 years.
Two adjacent β-strands of CC-LRR and the analyzed structures were superimposed and the side-by-side packing of the variable LRR fragments was analyzed.
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The analyzed structures are exposed to three different weather data sets representing the average, critical and favorable conditions, and their hygrothermal response is utilized for the assessment of the damage functions under investigation.
Subsequently, the damage assessment of the analyzed structures was performed using ground motions generated from a Monte-Carlo simulated earthquake catalogue for the Vrancea intermediate-depth seismic source.
Secondly, no mathematical model of the analyzed structure is required a priori, such that it can be applied to systems of arbitrary complexity.
The following parts of this study structures are analyzed using nonlinear static analyses.
The 500 best structures were analyzed using standard criteria.
15 protein structures (a combination of homology models and crystal structures) were analyzed using UMS.
Imprinted structures were analyzed by an SEM and FIB.
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