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

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Beam</td><td class="align_center">Experimental ultimate strength (kN)</td><td class="align_center">Analytical ultimate strength (kN)</td><td class="align_center">Experimental maximum midspan deflection (kN)</td><td class="align_center">Analytical maximum midspan deflection (kN)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">B-7</td><td class="align_center">1181</td><td class="align_center">1144</td><td class="align_center">2.8</td><td class="align_center">2.93</td></tr><tr><td class="align_left">B-14</td><td class="align_center">3969</td><td class="align_center">3850</td><td class="align_center">9.6</td><td class="align_center">9.3</td></tr><tr><td class="align_left">B-16</td><td class="align_center">5975</td><td class="align_center">5880</td><td class="align_center">10.49</td><td class="align_center">10.74</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Experimental and analytical results for deep concrete beams.</div>

Advances in Civil Engineering

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Table 3

Table 3: Time-Dependent Reliability Analysis of RC Deep Beams considering Linear/Nonlinear Creep and Shrinkage Using ANFIS Network and MCS 