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

Table 21

Statistics of 10 samples parameters of low tower in the system element 3986# axial force time history under wind field 2 (N).

Axial force	Mean	SD	Skewness	Kurtosis	Minimum	maximum
Sample 1	−2003970	81613	−0.25174	−0.12699	−2393590	−1773560
Sample 2	−1970750	70321	0.21342	0.26403	−2201780	−1631920
Sample 3	−1970020	67161	−0.72856	2.71910	−2458630	−1755420
Sample 4	−1968010	76148	−0.3753	1.31182	−2458310	−1690060
Sample 5	−1989460	75171	−0.19104	0.12478	−2306520	−1698410
Sample 6	−1991600	78931	−0.28651	1.12501	−2457960	−1753990
Sample 7	−1990110	69899	−0.30044	1.64027	−2464100	−1734350
Sample 8	−1983460	70168	−0.06092	0.77690	−2364690	−1583980
Sample 9	−1989120	78892	0.02409	0.28657	−2373170	−1728910
Sample 10	−1985380	74337	0.10206	0.12704	−2228420	−1593240