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

Table 3

Axial force of cable-support system at tensioned state [kN].

Cable-support system number	Original design force				Force considering position deviation
	Strut	Radial rod		Hoop cable	Strut	Radial rod		Hoop cable
1st hoop	−181	411	411	2828	−181	412	412	2837
2nd hoop	−95	179	179	1293	−95	179	179	1291
3rd hoop	−70	110	110	833	−70	111	111	833
4th hoop	−84	131	131	425	−84	132	132	426
5th hoop	−47	65	65	230	−47	65	65	230