A Structural Analysis Method for Cable-Beam Composite Structure
Table 2
Results of iterative pretension losses compensation calculation in condition with the average pretension of inner cablenet and edge cablenet greater than or equal to 30 N.
The root mean square error of inner cablenet’s nodal displacements (mm)
The maximum nodal displacement of inner cablenet (mm)
The root mean square value of inner cablenet’s pretension differences (N)
The root mean square value of edge cablenet’s pretension differences (N)
