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

Table 9

Statistics of 10 samples parameters of the single high tower element 1972# axial force time history under wind field 2 (N).

Axial force	Mean	SD	Skewness	Kurtosis	Minimum	maximum
Sample 1	−2948080	140919	0.17295	−0.17540	−3370600	−2444340
Sample 2	−2935270	132886	−0.26298	0.19441	−3477780	−2534960
Sample 3	−2905090	134097	0.16187	0.05996	−3339770	−2400450
Sample 4	−2930700	127225	0.02708	−0.10905	−3376020	−2549530
Sample 5	−2942440	130176	0.15989	−0.01083	−3319490	−2430920
Sample 6	−2923830	143796	0.16689	0.32566	−3368890	−2332000
Sample 7	−2902400	153641	0.08227	−0.21682	−3376560	−2331160
Sample 8	−2921840	142735	−0.04108	−0.19449	−3413370	−2492820
Sample 9	−2907490	132675	0.13648	−0.30934	−3263360	−2526720
Sample 10	−2932580	134586	0.1526	−0.14411	−3447680	−2437930