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