Evaluation of Simplified Analysis Procedures for a High-Rise Reinforced Concrete Core Wall Structure

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Mode shape</td><td class="align_center">Natural time period (sec)</td><td class="align_center">Mass participating factors</td><td class="align_center">Modal participating factors</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">1</td><td class="align_center">3.84</td><td class="align_center">66.08</td><td class="align_center">1.6048</td></tr><tr><td class="align_left">2</td><td class="align_center">0.745</td><td class="align_center">20.29</td><td class="align_center">−0.9252</td></tr><tr><td class="align_left">3</td><td class="align_center">0.3026</td><td class="align_center">06.75</td><td class="align_center">0.5355</td></tr><tr><td class="align_left">4</td><td class="align_center">0.1724</td><td class="align_center">03.06</td><td class="align_center">−0.3653</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Modal properties of the case study building.</div>

Advances in Civil Engineering

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Table 3

Table 3: Evaluation of Simplified Analysis Procedures for a High-Rise Reinforced Concrete Core Wall Structure 