Study on Fluid-Structure Interaction of Flexible Membrane Structures in Wind-Induced Vibration

Table 2

The effect of different correction values on the average wind pressure coefficient (mean).

Partition	Newton–Raphson method	The method in this paper takes the error norm of different correction values
		10e3	10e4	10e5
A1	−0.52	2.14e − 4	1.22e − 4	3.23e − 4
A2	−0.34	1.49e − 4	2.03e − 5	2.98e − 4
A3	−0.22	3.23e − 4	1.29e − 4	1.22e − 5
A4	−0.54	2.33e − 5	1.78e − 4	3.22e − 4
B1	−1.56	3.21e − 4	1.44e − 5	2.03e − 4
B2	−1.35	0.92e − 4	1.68e − 4	2.43e − 4
B3	−0.86	2.31e − 4	1.09e − 5	1.65e − 4
C1	−0.76	2.33e − 4	1.02e − 5	2.11e − 5
C2	−0.15	0.94e − 4	3.76e − 4	2.76e − 5
C3	−0.13	3.66e − 4	1.34e − 5	3.22e − 4
D1	0.18	1.75e − 5	0.54e − 5	3.18e − 4
E1	−1.28	0.43e − 5	1.29e − 4	0.87e − 5