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

Table 17

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

Axial force	Mean	SD	Skewness	Kurtosis	Minimum	maximum
Sample 1	−2766730	80424	0.09442	0.04115	−3040150	−2484060
Sample 2	−2729260	89952	0.36791	0.23231	−3025500	−2366020
Sample 3	−2734140	85454	0.1637	0.15528	−3136020	−2459260
Sample 4	−2740050	102842	−0.26335	−0.33218	−3106210	−2456440
Sample 5	−2773030	109547	−0.38259	0.24823	−3155320	−2454760
Sample 6	−2777580	109056	−0.07278	0.36029	−3137000	−2430630
Sample 7	−2774270	90187	−0.21247	0.00087	−3089440	−2480530
Sample 8	−2746430	109665	−0.08952	0.00632	−3094720	−2375430
Sample 9	−2750570	94028	−0.07622	−0.06608	−3214130	−2479610
Sample 10	−2779340	98622	0.21257	0.12578	−3099170	−2434880