Research Article
Time-Dependent Reliability Analysis of RC Deep Beams considering Linear/Nonlinear Creep and Shrinkage Using ANFIS Network and MCS
Table 2
Geometry and properties of deep concrete beams.
| Beam | a/d | Effective depth d (mm) | Beam’s length L (mm) | Beam’s width b (mm) | Bearing plate’s width l (mm) | Shear reinforcement | Flexural reinforcement | Concrete compressive strength | Rebar tensile strength |
| B-4 | 0.5 | 400 | 1100 | 240 | 100 | 0.8 | 2.02 | 31.3 | 376 | B-7 | 1 | 400 | 1500 | 240 | 100 | 0.4 | 2.02 | 31.3 | 376 | B-10R | 1.5 | 400 | 1500 | 360 | 150 | 0 | 2.02 | 23 | 388 | B-14 | 1.5 | 1000 | 4750 | 600 | 250 | 0 | 1.99 | 31 | 398 | B-16 | 1.5 | 1400 | 6650 | 840 | 350 | 0 | 2.05 | 27.3 | 394 | B-18 | 1.5 | 1400 | 6650 | 840 | 350 | 0.4 | 2.05 | 31.3 | 397.5 |
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