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

Table 13

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

Axial force	Mean	SD	Skewness	Kurtosis	Minimum	maximum
Sample 1	−2094690	107707	0.0077	0.22676	−2452950	−1616830
Sample 2	−2082530	118333	0.02739	−0.24416	−2500100	−1732870
Sample 3	−2090200	110671	−0.000196	−0.25047	−2453230	−1702140
Sample 4	−2068760	122979	−0.09519	−0.16871	−2454330	−1708950
Sample 5	−2101960	108367	−0.20278	0.15694	−2453410	−1628760
Sample 6	−2059300	104250	0.06863	−0.17650	−2425230	−1687330
Sample 7	−2104580	101206	0.06531	0.18746	−2500850	−1750660
Sample 8	−2049980	117069	−0.01751	−0.04761	−2429990	−1668020
Sample 9	−2060060	106047	0.23684	0.86047	−2494290	−1629370
Sample 10	−2087080	101083	−0.17578	0.14326	−2451000	−1745540