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 2</h2><div class="floats-full-page-caption"><div>Material properties of the interface Coulomb friction model.</div></div><div class="floats-full-page-content"><table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr /></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center"><i>y</i>-direction</td><td class="align_center"><i>x-</i>direction</td></tr><tr><td class="thead-hr" colspan="3"><hr /></td></tr><tr><td class="align_left">Normal stiffness (kN)</td><td class="align_center">6000 N/mm³</td><td class="align_center">3000 N/mm³</td></tr><tr><td class="align_left">Shear stiffness (ks)</td><td class="align_center">60 N/mm³</td><td class="align_center">30 N/mm³</td></tr><tr><td class="align_left">Friction angle (<i>φ</i>)</td><td class="align_center">30 degree</td><td class="align_center">30 degree</td></tr><tr><td class="align_left">Dilatancy (<i>ψ</i>)</td><td class="align_center">0</td><td class="align_center">0</td></tr><tr><td class="align_left">Model for gap appearance</td><td class="align_center">Brittle</td><td class="align_center">Brittle</td></tr><tr><td class="align_left">Tensile strength</td><td class="align_center">1<i>e</i> − 10 N/mm<sup>2</sup></td><td class="align_center">1<i>e</i> − 10 N/mm<sup>2</sup></td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr" /></td></tr></table></td></tr></table></div></div>

Table 2 | 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 2: 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 2

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