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

Table 4

Static state results under load Case  2 with 𝑆_𝑄2 = 4.3 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	0.999↑	−37.40	−35.32	−33.68	0.00	0.00	0.00	352.66	375.00	96.48
LDC results	0.353	−41.93	−41.99	21.58	399.90↑	311.60	−394.10↑	359.53	383.38	80.29
NDC results	0.148	−42.87	−40.41	−22.53	399.40↑	233.10	−398.70↑	358.39	382.39	68.75