Assessment and Code Considerations for the Combined Effect of  Seismic Base Isolation and Viscoelastic Dampers

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="861451.fig.0012a" src="https://static.hindawi.com/articles/isrn/volume-2011/861451/figures/861451.fig.0012a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Second story drift ratios (per ten thousand)</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="861451.fig.0012b" src="https://static.hindawi.com/articles/isrn/volume-2011/861451/figures/861451.fig.0012b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Column bending moments (kN/m)</td></tr></table></td></tr></table>

<table>Relative storey drift ratios and column bending moments at second storey.</table>

International Scholarly Research Notices

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Figure 12

Figure 12: Assessment and Code Considerations for the Combined Effect of  Seismic Base Isolation and Viscoelastic Dampers 