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Testing and modelling of connections with post-installed undercut anchors under seismic loading - assessment of safety margins

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Figure

Figure 3. Amplification function for base excitation for different damping ratios in % with the circular frequency of excitations  and the circular eigenfrequency  of the system
Figure 4. Forces (top), vertical (middle) and hor. displacements (bottom) vs. time at HDA-T M12 anchor  D2 for a crack width of w = 0.0 mm in comparison to 0.4 mm (left) and in comparison to 1.5 mm (right)
Figure 5 shows the results of the FZA M12 anchor. Up to the second load level and a crack width of 0.4 mm the FZA anchor behaves similar to the HDA-T M12 anchor
Figure 6. Forces (top), vertical (middle) and hor. displacements (bottom) vs. time at HDA-T M16 anchor  D3 for a crack width of w = 0.0 mm in comparison to 0.4 mm (left) and in comparison to 1.5 mm (right)
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