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

Table 19

Statistics of 10 samples parameters of low tower in the system element 3986# axial force time history under wind field 1 (N).

Axial force	Mean	SD	Skewness	Kurtosis	Minimum	maximum
Sample 1	−1989210	91975	−0.23888	0.53071	−2486860	−1723230
Sample 2	−1982100	93565	−0.10102	0.15964	−2302060	−1637630
Sample 3	−1985410	92553	−0.0233	0.12298	−2325000	−1632300
Sample 4	−1980010	86823	−0.28028	0.75853	−2412110	−1657230
Sample 5	−1986780	90776	−0.05874	0.20562	−2316480	−1633210
Sample 6	−1993140	89244	−0.16064	0.17712	−2380800	−1677460
Sample 7	−1987410	91865	−0.28757	0.89180	−2553190	−1685600
Sample 8	−1985370	85843	−0.13573	0.38890	−2362630	−1538990
Sample 9	−1995940	87631	−0.23869	0.65880	−2479220	−1652330
Sample 10	−1977210	89291	−0.05338	0.23054	−2303600	−1516040