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

Table 1

Geometry and properties of RC shallow beams [38].

Beam	Rebar no.	Rebar diagram		Vertical cover Cb (mm)	Horizontal cover Cs (mm)	Distance between rebars S (mm)
B1-a	2	16	400	40	40	150
B1-b	2	16	400	40	40	150
B2-a	2	16	400	25	25	180
B2-b	2	16	400	25	25	180
B3-a	3	16	600	25	25	90
B3-b	3	16	600	25	25	90