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

<table class="table-group" id="tab8"><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">COC-CM</td><td class="align_center">224</td><td class="align_center">Joint of the outer pole of main platform and the tripod</td><td class="align_center">175</td><td class="align_center">Center of the long beam of upper platform</td></tr><tr><td class="align_left">COC-TD</td><td class="align_center">232</td><td class="align_center">Joint of the outer pole of main platform and the tripod</td><td class="align_center">244</td><td class="align_center">Center of the long beam of upper platform</td></tr><tr><td class="align_left">COC-AR</td><td class="align_center">227</td><td class="align_center">Joint of the outer pole of main platform and the tripod</td><td class="align_center">223</td><td class="align_center">Center of the long beam of upper platform</td></tr><tr><td class="align_left">CO-CM</td><td class="align_center">235</td><td class="align_center">Joint of the outer pole of main platform and the tripod</td><td class="align_center">24.5</td><td class="align_center">Center of the long beam of upper platform</td></tr><tr><td class="align_left">CO-TD</td><td class="align_center">234</td><td class="align_center">Joint of the outer pole of main platform and the tripod</td><td class="align_center">24.4</td><td class="align_center">Center of the long beam of upper platform</td></tr><tr><td class="align_left">CO-AR</td><td class="align_center">225</td><td class="align_center">Joint of the outer pole of main platform and the tripod</td><td class="align_center">24.4</td><td class="align_center">Center of the long beam 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 construction condition.</div>

Advances in Civil Engineering

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Table 8

Table 8: Dynamic Characteristics and Time-History Analysis of Hydraulic Climbing Formwork for Seismic Motions 