Dynamic Characteristics and Time-History Analysis of Hydraulic Climbing Formwork for Seismic Motions

<table class="table-group" id="tab9"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Working condition</td><td class="align_center">Maximum von Mises stress (<i>N/</i>mm<sup>2</sup>)</td><td class="align_center">Position of maximum stress</td><td class="align_center">Maximum displacement (<i>mm</i>)</td><td class="align_center">Position of maximum displacement</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">CLC-CM</td><td class="align_center">170</td><td class="align_center">Joint of the beam of tripod and the guide rail</td><td class="align_center">223</td><td class="align_center">Top of the outer pole of upper platform</td></tr><tr><td class="align_left">CLC-TD</td><td class="align_center">173</td><td class="align_center">Joint of the beam of tripod and the guide rail</td><td class="align_center">340</td><td class="align_center">Top of the outer pole of upper platform</td></tr><tr><td class="align_left">CLC-AR</td><td class="align_center">172</td><td class="align_center">Joint of the beam of tripod and the guide rail</td><td class="align_center">243</td><td class="align_center">Top of the outer pole of upper platform</td></tr><tr><td class="align_left">CL-CM</td><td class="align_center">171</td><td class="align_center">Joint of the beam of tripod and the guide rail</td><td class="align_center">71.2</td><td class="align_center">Top of the outer pole of upper platform</td></tr><tr><td class="align_left">CL-TD</td><td class="align_center">172</td><td class="align_center">Joint of the beam of tripod and the guide rail</td><td class="align_center">70.0</td><td class="align_center">Top of the outer pole of upper platform</td></tr><tr><td class="align_left">CL-AR</td><td class="align_center">165</td><td class="align_center">Joint of the beam of tripod and the guide rail</td><td class="align_center">67.6</td><td class="align_center">Top of the outer pole of upper platform</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Structure peak response of climbing formwork under the climbing condition.</div>

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Table 9

Table 9: Dynamic Characteristics and Time-History Analysis of Hydraulic Climbing Formwork for Seismic Motions 