Construction of Uniaxial Interaction Diagram for Slender Reinforced Concrete Column Based on Nonlinear Finite Element Analysis

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Category</td><td class="align_center">Mesh size</td><td class="align_center">Bulk viscosity</td><td class="align_center">Speed (m/s)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Valid-1</td><td class="align_center">20</td><td class="align_center">0</td><td class="align_center">−0.0015</td></tr><tr><td class="align_left">Valid-2</td><td class="align_center">20</td><td class="align_center">0.003</td><td class="align_center">−0.004</td></tr><tr><td class="align_left">Valid-3</td><td class="align_center">20</td><td class="align_center">0.0015</td><td class="align_center">−0.004</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Categorization of load-displacement curve.</div>

Advances in Civil Engineering

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Table 4

Table 4: Construction of Uniaxial Interaction Diagram for Slender Reinforced Concrete Column Based on Nonlinear Finite Element Analysis 