Research Article

A Static Control Algorithm for Adaptive Beam String Structures Based on Minimal Displacement

Table 7

Static state results under load Case  3 with = −3.3 kN/m.

Working status factorsCompressive stress values of struts (N/mm2) Adjustment values of struts (mm) Minimal and maximum tension values of cables (kN)Maximum stress values of the beam (N/mm2)

Notations
Noncontrol results0.164−8.27−8.26−8.270.00 0.00 0.00 83.7788.8212.49
NDC results0.428−12.06−5.02−12.02269.90 −399.90↑261.6093.97↑100.2930.85