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

<div class="floats-full-page floats-full-page-other"><h2>Table 4</h2><div class="floats-full-page-caption"><div>Comparison of experimental and numerical fundamental periods.</div></div><div class="floats-full-page-content"><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></div>

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

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

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Table 4

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