Statistical Analysis of Wind-Induced Dynamic Response of Power Towers and Four-Circuit Transmission Tower-Line System

Table 20

Statistics of 10 samples parameters of low tower in the system top node 874# Ux displacement time history under wind field 2 (m).

Displacement	Mean	SD	Skewness	Kurtosis	Minimum	Maximum
Sample 1	0.20474	0.01716	0.21285	−0.25034	0.15718	0.26938
Sample 2	0.19786	0.01478	−0.18439	−0.02441	0.14613	0.24476
Sample 3	0.19756	0.01429	0.6389	1.95256	0.15665	0.29188
Sample 4	0.19713	0.01639	0.25773	0.50871	0.14560	0.27491
Sample 5	0.20114	0.01573	0.23138	−0.07892	0.15503	0.26071
Sample 6	0.20166	0.01705	0.24128	0.67868	0.15298	0.28411
Sample 7	0.20188	0.01491	0.16281	0.67360	0.15510	0.27966
Sample 8	0.20029	0.01518	0.06761	0.09526	0.13861	0.26583
Sample 9	0.20143	0.01667	−0.09939	−0.02418	0.15240	0.2647
Sample 10	0.20109	0.01560	−0.08412	−0.13405	0.13951	0.24841