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

Table 11

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

Axial force	Mean	SD	Skewness	Kurtosis	Minimum	maximum
Sample 1	−2082860	169524	0.01765	0.34298	−2832540	−1319350
Sample 2	−2073850	162592	0.13724	0.13390	−2656770	−1448890
Sample 3	−2077750	174300	0.05555	−0.04310	−2655310	−1522670
Sample 4	−2068890	173793	0.02291	−0.07825	−2666350	−1421670
Sample 5	−2078850	161427	−0.00686	−0.24323	−2584010	−1584550
Sample 6	−2060190	166659	−0.0369	−0.03360	−2654160	−1465200
Sample 7	−2088820	158783	−0.00452	−0.17713	−2714900	−1553110
Sample 8	−2083710	177654	−0.19925	0.19016	−2777500	−1513340
Sample 9	−2075190	159751	−0.02932	0.13758	−2664530	−1492870
Sample 10	−2069550	160157	−0.02257	−0.00476	−2633630	−1525840