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

Table 12

Statistics of 10 samples parameters of the single low tower top node 874# Ux displacement time history under wind field 2 (m).

Displacement	Mean	SD	Skewness	Kurtosis	Minimum	Maximum
Sample 1	0.22514	0.02572	−0.03497	0.35147	0.10754	0.31219
Sample 2	0.22209	0.02837	−0.02827	−0.22073	0.14054	0.32388
Sample 3	0.22374	0.02627	0.01650	−0.23694	0.12845	0.31262
Sample 4	0.21937	0.02918	0.09423	−0.10346	0.12755	0.31399
Sample 5	0.22691	0.02537	0.17305	0.16969	0.11514	0.31096
Sample 6	0.21709	0.02526	−0.02530	−0.15620	0.12656	0.30634
Sample 7	0.22686	0.02407	−0.09220	0.15697	0.13991	0.31507
Sample 8	0.21504	0.02781	0.01384	−0.01940	0.12086	0.30812
Sample 9	0.21722	0.02517	−0.11976	0.66410	0.12086	0.32400
Sample 10	0.22322	0.02428	0.09103	−0.01395	0.13545	0.30322