Research Article
Fragility-Based Improvement of System Seismic Performance for Long-Span Suspension Bridges
Table 4
Limit state thresholds of pylon and column cross-sections.
| | | DS1 | DS2 | DS3 | DS4 | | Pylon | Column | Pylon | Column | Pylon | Column | Pylon | Column |
| | Longitudinal | 1.00 | 1.00 | 1.34 | 1.44 | 3.26 | 6.16 | 21.43 | 25.64 | | Transverse | 1.00 | 1.00 | 1.27 | 1.31 | 3.09 | 4.32 | 19.59 | 17.31 |
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