Design Case | Construction cost (L∙E/m2) | Repair cost (L∙E/m2) | Base Shear (t) Resistance | Life cycle cost (L∙E/m2) | Construction Cost Ratio |
Case 1 (D + L) | 883.46 | 426.6 | 184.87 | 1310.05 | 1 (The reference value) |
Case 2 (R = 5) | 950.14 | 391.87 | 246.25 | 1342 | 1.0755 |
Case 3 (R = 1) | 1313.37 | 277.8 | 431.29 | 1591.14 | 1.487 |
Case 4 (ESEE) | 988.55 | 377 | 246.58 | 1356.53 | 1.12 |