Table 1 Prediction design for confined concrete using ANFIS.
From: Performance Evaluation of CFRP Reinforced Concrete Members Utilizing Fuzzy Technique
CASE | Training set | Test set | |
|---|---|---|---|
1 | Number of strength (Ft) data | 284 | 16 |
2 | Number of strain (εt) data | 96 | 16 |
3 | Number of Secondary elastic modules (Eg) data | 87 | 16 |