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

Table 7

Statistics of 10 samples parameters of the single high tower element 1972# axial force time history under wind field 1 (N).

Axial force	Mean	SD	Skewness	Kurtosis	Minimum	maximum
Sample 1	−2949190	225007	−0.17856	0.07085	−3822520	−2119440
Sample 2	−2950810	232705	−0.03571	−0.15095	−3660450	−2131130
Sample 3	−2937700	219395	−0.07871	0.40531	−3985950	−2135060
Sample 4	−2940790	225055	0.03573	0.15023	−3730720	−2032810
Sample 5	−2941240	225111	0.14216	0.02959	−3762320	−1956890
Sample 6	−2931170	232844	−0.20734	0.12401	−3910300	−2142180
Sample 7	−2935120	232508	−0.04941	0.05375	−3698390	−2099490
Sample 8	−2936460	227044	0.00731	0.03378	−3816710	−2145960
Sample 9	−2927360	228612	−0.01472	−0.13648	−3705960	−2211190
Sample 10	−2938370	230554	0.0376	−0.13684	−3739450	−2212520