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

Table 4

Boundary range of input parameters.

Inputs		Range		Sources
		Minimum	Maximum
Creep model uncertainty		0.5	1.5	Reference [35, 36]
Shrinkage model uncertainty		0.5	1.5	Reference [35, 36]
Compressive strength (MPa)		30	50	Observed and Reference [36]
Compression reinforcement ratio		0.009	0.02	Observed
Shear span-to-effective depth ratio		0.5	5.8	Observed and Reference [41]
Age of concrete at the first loading (day)		3	56	Observed and Reference [31]
Relative humidity		0.4	0.9	Observed and Reference [36]