Table 1 CK and CI values of various components
From: Comprehensive assessment of cable-stayed bridge based on Pagerank algorithm
Component name | Component number | Influenced degree CK | Influencing degree CI |
|---|---|---|---|
Visual inspection of stay cables | A1 | 0.0505 | 0.0529 |
Cable forces | A2 | 0.0757 | 0.0634 |
Visual inspection of main girder | B1 | 0.0736 | 0.0552 |
Alignment of main girder | B2 | 0.0850 | 0.0768 |
Visual inspection of main tower | C1 | 0.0488 | 0.0462 |
Alignment of main tower | C2 | 0.0682 | 0.0666 |
Pier | D1 | 0.0571 | 0.0518 |
Foundation | D2 | 0.0621 | 0.0518 |
Bearing | D3 | 0.0690 | 0.0516 |
Riverbed | D4 | 0.0412 | 0.0464 |
Bridge deck pavement | E1 | 0.0557 | 0.0466 |
Expansion joint | E2 | 0.0667 | 0.0502 |
Longitudinal damping device | E3 | 0.0581 | 0.0509 |
Railing and guardrail | E4 | 0.0412 | 0.0412 |
Drainage system | E5 | 0.0412 | 0.0634 |
Lighting, signage | E6 | 0.0412 | 0.0435 |
Mechanical and electrical facilities | E7 | 0.0474 | 0.0584 |