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

Table 10

Statistics of 10 samples parameters of the single low tower top node 874# Ux displacement time history under wind field 1 (m).

Displacement	Mean	SD	Skewness	Kurtosis	Minimum	Maximum
Sample 1	0.22218	0.04530	−0.02671	0.38976	0.02268	0.42222
Sample 2	0.22022	0.04435	−0.1314	0.18416	0.03907	0.3918
Sample 3	0.22132	0.04658	−0.0305	0.02998	0.06550	0.38712
Sample 4	0.21970	0.04688	−0.01637	−0.01960	0.04685	0.38675
Sample 5	0.22132	0.04325	−0.03241	−0.19524	0.07749	0.35659
Sample 6	0.21745	0.04478	0.05446	−0.00820	0.06996	0.3807
Sample 7	0.22377	0.04309	0.0077	−0.25533	0.08035	0.38412
Sample 8	0.22365	0.04780	0.1368	0.17935	0.05807	0.40093
Sample 9	0.22044	0.04361	0.0464	0.16881	0.06084	0.39196
Sample 10	0.21944	0.04352	0.00647	−0.02461	0.05496	0.37344