Research Article
Cable Tension Preslack Method Construction Simulation and Engineering Application for a Prestressed Suspended Dome
Table 2
The design initial strain of tensioning point.
| Number of hoop cables | Design initial strain of hoop cables | Coefficient of linear expansion 1/°C | Negative temperature of tensioning point °C | Number of tensioning point |
| 1 | 0.00261 | 1.20E − 05 | 1523 | 4 | 2 | 0.00339 | 1.20E − 05 | 1974 | 4 | 3 | 0.00269 | 1.20E − 05 | 1567 | 4 | 4 | 0.00323 | 1.20E − 05 | 1882 | 2 | 5 | 0.00250 | 1.20E − 05 | 1460 | 2 |
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