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

Table 6

Static state results under load Case  3 with 𝑆_𝑊 = −3.0 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	0.194	−9.74	−9.72	−9.74	0.00	0.00	0.00	94.56↑	104.50	14.71
LDC results	0.084	−11.74	−7.83	−11.79	141.20	−191.40	147.90	103.08	109.73	19.25
NDC results	0.007	−11.52	−7.89	−11.51	125.90	−190.60	125.60	101.81	108.35	16.42