Experimental Behavior of Concrete-Filled Steel Tubular Members Subjected to Lateral Loads

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Strength grade</td><td class="align_center">Water to cement ratio (mass ratio)</td><td class="align_center">Water-reducing agent (kg/m<sup>3</sup>)</td><td class="align_center">Cement (kg/m<sup>3</sup>)</td><td class="align_center">Water (kg/m<sup>3</sup>)</td><td class="align_center">Gravel (kg/m<sup>3</sup>)</td><td class="align_center">Sand (kg/m<sup>3</sup>)</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">C30</td><td class="align_center">0.65</td><td class="align_center">0</td><td class="align_center">300</td><td class="align_center">195</td><td class="align_center">1220</td><td class="align_center">685</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Materials Science and Engineering

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Table 1

Table 1: Experimental Behavior of Concrete-Filled Steel Tubular Members Subjected to Lateral Loads 