Seismic Performance of Enclosure Wall in Postearthquake Temporary Prefabricated Light-Weight Steel Structure

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr class="thead"><td class="align_left">Size (mm)</td><td class="align_center">Dead weight (kN)</td><td class="align_center">Maximum displacement (mm)</td><td class="align_center">Maximum speed (mm/s)</td><td class="align_center">Maximum acceleration (g)</td><td class="align_center">Frequency range (Hz)</td><td class="align_center">Direction of vibration</td><td class="align_center">Vibration wave</td></tr><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr><td class="align_left">3000 × 3000</td><td class="align_center">58.8</td><td class="align_center">±127</td><td class="align_center">±60</td><td class="align_center">±2.5</td><td class="align_center">0.1∼50</td><td class="align_center">Horizontal</td><td class="align_center">Seismic signal</td></tr><tr class="table-tr"><td colspan="8"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Parameters for the shake table.</div>

Advances in Civil Engineering

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Table 1

Table 1: Seismic Performance of Enclosure Wall in Postearthquake Temporary Prefabricated Light-Weight Steel Structure 