Development of Fragility Curves for Reinforced-Concrete Building with Masonry Infilled Wall under Tsunami

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Diameter (mm)</td><td class="align_center">Yield strength (MPa)</td><td class="align_center">Yield strain</td><td class="align_center">Elastic modulus (GPa)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">6</td><td class="align_center">319</td><td class="align_center">0.00365</td><td class="align_center">224</td></tr><tr><td class="align_left">12</td><td class="align_center">451</td><td class="align_center">0.00240</td><td class="align_center">203</td></tr><tr><td class="align_left">16</td><td class="align_center">549</td><td class="align_center">0.00330</td><td class="align_center">209</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 1

Table 1: Development of Fragility Curves for Reinforced-Concrete Building with Masonry Infilled Wall under Tsunami 