Seismic Strengthening Effects Based on Pseudodynamic Testing of a Reinforced Concrete Building Retrofitted with a Wire-Woven Bulk Kagome Truss Damper

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Material properties</td><td class="align_center">Height (mm)</td><td class="align_center">Yielding strain (%)</td><td class="align_center">Ultimate strain (%)</td><td class="align_center">Yielding stress (MPa)</td><td class="align_center">Ultimate stress (MPa)</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">Values</td><td class="align_center">200</td><td class="align_center">0.23</td><td class="align_center">15</td><td class="align_center">0.79</td><td class="align_center">1.31</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Material properties of the Kagome truss damper.

Shock and Vibration

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Table 1

Table 1: Seismic Strengthening Effects Based on Pseudodynamic Testing of a Reinforced Concrete Building Retrofitted with a Wire-Woven Bulk Kagome Truss Damper 

Table 1 | Seismic Strengthening Effects Based on Pseudodynamic Testing of a Reinforced Concrete Building Retrofitted with a Wire-Woven Bulk Kagome Truss Damper 