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

Table 8

Statistics of 10 samples parameters of the single high tower top node 35# Ux displacement time history under wind field 2 (m).

Displacement	Mean	SD	Skewness	Kurtosis	Minimum	Maximum
Sample 1	0.35656	0.03693	−0.18703	−0.03583	0.21504	0.47104
Sample 2	0.35073	0.03515	0.23975	0.21275	0.25089	0.49667
Sample 3	0.34378	0.03559	−0.06313	−0.01272	0.21787	0.45803
Sample 4	0.35171	0.03376	−0.04804	−0.07481	0.23818	0.47092
Sample 5	0.35240	0.03495	−0.15822	0.04742	0.22354	0.46427
Sample 6	0.35231	0.03791	−0.19994	0.46160	0.19914	0.46968
Sample 7	0.34313	0.03985	−0.03358	−0.19496	0.19995	0.47154
Sample 8	0.34723	0.03761	−0.02709	−0.04106	0.22602	0.46813
Sample 9	0.34644	0.03561	−0.13752	−0.25035	0.21269	0.45174
Sample 10	0.35075	0.03550	−0.11431	0.00106	0.21375	0.49495