Comparison of Dynamic Responses of Parallel-Placed Adjacent High-Rise Buildings under Wind and Earthquake Excitations

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Frequency (Hz)</td><td class="align_center"><i>f</i><sub>1</sub></td><td class="align_center"><i>f</i><sub>2</sub></td><td class="align_center"><i>f</i><sub>3</sub></td><td class="align_center"><i>f</i><sub>4</sub></td><td class="align_center"><i>f</i><sub>5</sub></td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">Building 1</td><td class="align_center">0.139</td><td class="align_center">0.347</td><td class="align_center">0.554</td><td class="align_center">0.756</td><td class="align_center">0.959</td></tr><tr><td class="align_left">Building 2</td><td class="align_center">0.161</td><td class="align_center">0.399</td><td class="align_center">0.636</td><td class="align_center">0.866</td><td class="align_center">1.090</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Natural frequencies of individual buildings.</div>

Shock and Vibration

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Table 1

Table 1: Comparison of Dynamic Responses of Parallel-Placed Adjacent High-Rise Buildings under Wind and Earthquake Excitations 