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

Table 16

Statistics of 10 samples parameters of high tower in the system top node 35# Ux displacement time history under wind field 2 (m).

Displacement	Mean	SD	Skewness	Kurtosis	Minimum	Maximum
Sample 1	0.32390	0.01979	0.02170	−0.10203	0.26349	0.40088
Sample 2	0.31469	0.02212	−0.20609	0.23266	0.23122	0.37960
Sample 3	0.31516	0.02067	−0.08654	0.50949	0.24704	0.41275
Sample 4	0.31720	0.02374	0.20045	−0.21313	0.23982	0.40715
Sample 5	0.32499	0.02618	0.34043	0.14454	0.25832	0.41941
Sample 6	0.32549	0.02616	−0.10295	0.17649	0.23848	0.41391
Sample 7	0.32417	0.02269	0.33877	0.12758	0.25590	0.41618
Sample 8	0.31876	0.02523	0.07881	0.05582	0.24046	0.42604
Sample 9	0.31902	0.02232	0.10203	0.06224	0.25438	0.40586
Sample 10	0.32502	0.02393	−0.08207	−0.09111	0.24802	0.41339