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Blind Prediction Tests as a Benchmark to Improve the Seismic Response of Fibre Models

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Figure 1. Comparison between experimental response and numerical predictions from the “Concrete  Column Blind Prediction Contest 2010” (adapted from NEES@UCSD (2010))
Figure 2. Graphical representation of longer element and base spring approaches (left) and associated rotational  stiffness equation (Correia, 2011)
Figure 3. General dimensions of structure 1 (left) and Structure 2 and 3 (right)
Table 2. Sensitivity parameters considered in the parametric study
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