From: Performance Evaluation of CFRP Reinforced Concrete Members Utilizing Fuzzy Technique
Case-1 (Ft)
Case-2 (εt)
Case-3 (Eg)
RMSE
4.79
0.00097
428.7
R2
0.99889
0.99979
1.009
E.R
5.4
4.1
8.1