Infill Modelling Influence on Dynamic Identification and Model Updating of Reinforced Concrete Framed Buildings

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Material</td><td class="align_center">Young modulus <i>E</i> (MPa)</td><td class="align_center">Poisson ratio <i>ν</i></td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Concrete in underground and ground story</td><td class="align_center">35030</td><td class="align_center">0.20</td></tr><tr><td class="align_left">Concrete in the upper story</td><td class="align_center">29994</td><td class="align_center">0.20</td></tr><tr><td class="align_left">Masonry for infill panels</td><td class="align_center">2995</td><td class="align_center">0.25</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Elastic properties of the materials assumed in the FE models.</div>

Advances in Civil Engineering

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Table 4

Table 4: Infill Modelling Influence on Dynamic Identification and Model Updating of Reinforced Concrete Framed Buildings 