Numerical Modelling and Simulation of the In-Plane Response of a Three-Storey Masonry-Infilled RC Frame Retrofitted with TRM

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Fundamental period (seconds)</td><td class="align_center">Bare frame</td><td class="align_center">Masonry-infilled RC frame</td><td class="align_center">TRM strengthened masonry-infilled RC frame</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Experiment</td><td class="align_center">0.24</td><td class="align_center">0.06</td><td class="align_center">0.047</td></tr><tr><td class="align_left">Model</td><td class="align_center">0.23</td><td class="align_center">0.062</td><td class="align_center">0.049</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Comparison of experimental and numerical fundamental periods.</div>

Advances in Civil Engineering

tab4

Table 4

Table 4: Numerical Modelling and Simulation of the In-Plane Response of a Three-Storey Masonry-Infilled RC Frame Retrofitted with TRM 