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

Table 3

The effect of different iteration times on the average wind pressure coefficient (mean).

Partition	Newton–Raphson method	The error norms of different iterations in this method
		10	18	26	34
A1	−0.52	2.14e − 4	1.22e − 5	0.46e − 7	0.98e − 8
A2	−0.34	1.49e − 4	1.25e − 6	3.23e − 7	4.12e − 8
A3	−0.22	3.23e − 4	2.75e − 5	0.87e − 7	3.23e − 8
A4	−0.54	2.33e − 5	2.37e − 6	1.75e − 7	2.57e − 8
B1	−1.56	3.21e − 4	4.45e − 5	3.54e − 7	0.85e − 8
B2	−1.35	0.92e − 4	3.76e − 5	4.34e − 7	2.53e − 8
B3	−0.86	2.31e − 4	3.93e − 5	1.86e − 8	5.94e − 9
C1	−0.76	2.33e − 4	5.23e − 6	3.75e − 7	5.74e − 8
C2	−0.15	0.94e − 4	3.76e − 6	2.76e − 7	0.45e − 8
C3	−0.13	3.66e − 4	1.34e − 5	3.22e − 6	1.54e − 7
D1	0.18	1.75e − 5	3.24e − 6	4.65e − 7	2.95e − 8
E1	−1.28	0.43e − 5	4.73e − 6	1.76e − 7	4.62e − 8