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Advances in Civil Engineering
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2019
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Article
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Tab 10
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Research Article
Time-Dependent Reliability Analysis of RC Deep Beams considering Linear/Nonlinear Creep and Shrinkage Using ANFIS Network and MCS
Table 10
Outline of loading test results and the proposed model.
Beam
Experimental shear strength (kN)
FEM shear strength (kN)
Percentage changes
D250-A
79
81
2.5
D500-A
140
137
2.2
D1000-A
208
208
0