Time-Dependent Fuzzy Reliability Analysis of Concrete Slab during the Initial Water Storage Period of CFRD: A Case Study

Table 4

Numerical simulation error assessment of calibrated parameters.

Performance indicator	SG1-2	SG2-3	SG3-4	SG4-5
RMSE (m)	42.45	24.85	34.45	66.69
MAE (m)	32.46	21.23	28.69	53.89
MAPE (m)	3.36%	1.81%	2.87%	5.51%