Time-Dependent Reliability Analysis of RC Deep Beams considering Linear/Nonlinear Creep and Shrinkage Using ANFIS Network and MCS

<table class="table-group" id="tab10"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Beam</td><td class="align_center">Experimental shear strength (kN)</td><td class="align_center">FEM shear strength (kN)</td><td class="align_center">Percentage changes</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">D250-A</td><td class="align_center">79</td><td class="align_center">81</td><td class="align_center">2.5</td></tr><tr><td class="align_left">D500-A</td><td class="align_center">140</td><td class="align_center">137</td><td class="align_center">2.2</td></tr><tr><td class="align_left">D1000-A</td><td class="align_center">208</td><td class="align_center">208</td><td class="align_center">0</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Outline of loading test results and the proposed model.</div>

Advances in Civil Engineering

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Table 10

Table 10: Time-Dependent Reliability Analysis of RC Deep Beams considering Linear/Nonlinear Creep and Shrinkage Using ANFIS Network and MCS 