Seismic Performance and Risk Assessment of Traditional Brick-Wood Rural Buildings Based on Numerical Simulation

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Seismic intensity</td><td class="align_center">Taft wave</td><td class="align_center">EL-Centro wave</td><td class="align_center">Loma Prieta wave</td><td class="align_center">Average</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">6 degree</td><td class="align_center">182384</td><td class="align_center">262260</td><td class="align_center">229559</td><td class="align_center">224734</td></tr><tr><td class="align_left">7 degree</td><td class="align_center">380692</td><td class="align_center">468292</td><td class="align_center">314878</td><td class="align_center">387954</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Maximum shear stress of wall bottom under each earthquake (Pa).</div>

Advances in Civil Engineering

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Table 6

Table 6: Seismic Performance and Risk Assessment of Traditional Brick-Wood Rural Buildings Based on Numerical Simulation 