Research Article
Seismic Response of Long-Span Triple-Tower Suspension Bridge under Random Ground Motion
Table 1
Parameters for PSD model [
26].
| | Soil type | /m2s−3 | /(rad/s) | | /(rad/s) | |
| | Firm | 1.77 × 10−3 | 15 | 0.6 | 1.5 | 0.6 | | Medium | 2.63 × 10−3 | 10 | 0.4 | 1 | 0.6 | | Soft | 3.69 × 10−3 | 5 | 0.2 | 0.5 | 0.6 |
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