Application of BPNN Optimized by Fireworks Algorithm on Structural Bearing Capacity Analysis of Transmission Tower under Icing Conditions

Table 10

Displacement under different icing thickness.

Icing thickness (mm)	Displacement in X direction (mm)	Displacement in Y direction (mm)	Displacement in Z direction (mm)	Total displacement (mm)
10	≤0.001	65.25	−15.77	67.23
10.5	≤0.001	65.89	−16.57	68.33
11	≤0.001	66.54	−17.24	69.86
11.5	≤0.001	68.01	−18.03	70.72
12	≤0.001	69.85	−18.85	72.47
12.5	≤0.001	70.11	−19.11	73.56
13	≤0.001	71.27	−19.53	74.08
13.5	≤0.001	73.01	−19.89	75.63
14	≤0.001	74.42	−20.84	77.05
14.5	≤0.001	75.32	−20.91	78.65
15	≤0.001	76.35	−21.14	80.57
15.5	≤0.001	77.97	−22.57	81.38
16	≤0.001	79.04	−23.67	82.33
16.5	≤0.001	80.47	−24.02	83.45
17	≤0.001	81.95	−24.24	85.36
17.5	≤0.001	82.11	−25.36	86.73
18	≤0.001	83.55	−26.18	88.95
18.5	≤0.001	84.98	−26.79	89.55
19	≤0.001	86.25	−27.15	91.36
19.5	≤0.001	88.04	−28.43	92.58
20	≤0.001	89.52	−29.89	94.37
20.5	≤0.001	90.85	−30.07	95.35
21	≤0.001	92.95	−30.36	97.85
21.5	≤0.001	94.12	−31.43	99.17
22	≤0.001	95.73	−32.96	101.36
22.5	≤0.001	97.04	−34.16	103.44
23	≤0.001	98.55	−35.04	105.07
23.5	≤0.001	99.56	−36.55	106.72
24	≤0.001	100.35	−38.53	108.40
24.5	≤0.001	101.51	−40.74	111.06
25	≤0.001	103.91	−43.07	113.74
25.5	≤0.001	104.79	−45.32	114.79
26	≤0.001	106.25	−47.33	116.34
26.5	≤0.001	107.31	−48.83	118.44
27	≤0.001	108.75	−51.28	120.47
27.5	≤0.001	109.52	−53.55	123.54
28	≤0.001	111.54	−55.26	125.57
28.5	≤0.001	113.64	−57.33	129.05
29	≤0.001	115.12	−60.47	131.55
29.5	≤0.001	117.42	−62.55	134.25
30	≤0.001	120.74	−64.56	137.93
30.5	≤0.001	122.76	−68.32	141.68
31	≤0.001	125.53	−70.07	145.46
31.5	≤0.001	128.33	−72.69	149.27
32	≤0.001	131.63	−75.36	152.68
32.5	≤0.001	134.78	78.23	157.59
33	≤0.001	137.75	−81.96	160.75
33.5	≤0.001	140.03	−85.24	163.98
34	≤0.001	142.53	−88.78	168.05
34.5	≤0.001	145.51	91.49	173.66
35	≤0.001	148.69	−95.44	177.90