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

Table 15

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

Axial force	Mean	SD	Skewness	Kurtosis	Minimum	maximum
Sample 1	−2764420	117829	−0.08952	−0.06287	−3153370	−2368250
Sample 2	−2745900	115359	0.0534	−0.04482	−3155580	−2354910
Sample 3	−2751510	114232	−0.05331	−0.00765	−3169110	−2340380
Sample 4	−2756110	120891	−0.04072	−0.08704	−3177180	−2372540
Sample 5	−2766420	119284	−0.03748	0.11486	−3245510	−2305030
Sample 6	−2767990	116249	−0.01359	0.18738	−3171830	−2374290
Sample 7	−2774830	119638	0.11258	0.01836	−3141770	−2336580
Sample 8	−2761040	118749	0.0004	−0.01720	−3176570	−2347060
Sample 9	−2762820	120316	0.05717	0.05883	−3188790	−2362880
Sample 10	−2766160	121813	−0.056	−0.19360	−3139350	−2348950