Research Article

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

Table 5

Axial force of cable-support system at tensioned state considering temporary supports or friction of cable-support joint [kN].

Cable-support system numberConsidering temporary supports Considering friction of cable-support joint
StrutRadial rodHoop cableStrutRadial rodHoop cable

1st hoop−1774024022769−1805083452999
2nd hoop−1001861861349−992281431370
3rd hoop−72112112846−7415182895
4th hoop−67132132426−91166117478
5th hoop−846565230−528953260