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

Table 5

Static state results under load Case  2 with 𝑆_𝑄2 = 15.3 kN/m.

	Working status factors	Compressive stress values of struts (N/mm^2)			Adjustment values of struts (mm)			Minimal and maximum tension values of cables (kN)		Maximum stress values of the beam (N/mm^2)
Notations	𝛽𝐷	𝜎𝐴1	𝜎𝐴2	𝜎𝐴3	𝑒𝐴1	𝑒𝐴2	𝑒𝐴3	𝑁𝐶,min	𝑁𝐶,max	|𝜎𝐵|max
Noncontrol results	3.513	−76.02	−63.63	−52.13	0.00	0.00	0.00	623.13	665.73	476.22
NDC results	0.991↑	−79.05	−75.39	−31.05	399.90 ↑	399.90 ↑	−354.90	625.84	669.20	202.83