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SMART 2008 Project Experimental Tesof a Reinforced Concrete Building Subjected to Torsion Part 2 : Presentation Of The Tests Results

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Figure

Figure 1. Plan view and elevations of the SMART2008 specimen
table, with 6 degrees of freedom and a maximum AZALEE is a 6 m x 6 m aluminium shaking payload of 100 Tons (Figure 3)
Table 3. Initial natural frequencies f (Hz) Type
Figure 7. Frequency evolution (based on displacements frequency content)
+4

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