Research Article

Cable Tension Preslack Method Construction Simulation and Engineering Application for a Prestressed Suspended Dome

Table 4

Axial force of cable-support systems in construction simulation [kN].

Cable-support system numberTensioned stateDesign state
StrutRadial rodHoop cableStrutRadial rodHoop cable

1st hoop−1974434433048−1794074072804
2nd hoop−951771771285−921721721250
3rd hoop−68107107803−66105105791
4th hoop−80125125403−79124124401
5th hoop−456161215−456060214