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

Table 18

Statistics of 10 samples parameters of low tower in the system top node 874# Ux displacement time history under wind field 1 (m).

Displacement	Mean	SD	Skewness	Kurtosis	Minimum	Maximum
Sample 1	0.20172	0.02069	0.17222	0.23026	0.13554	0.30662
Sample 2	0.20006	0.02114	0.08235	0.00699	0.12600	0.27096
Sample 3	0.20069	0.02073	0.06948	0.10717	0.12750	0.2815
Sample 4	0.19951	0.01945	0.1794	0.27326	0.12948	0.28295
Sample 5	0.20105	0.02043	0.05912	0.05919	0.13795	0.27355
Sample 6	0.20208	0.02008	0.13388	0.04497	0.13019	0.26971
Sample 7	0.20135	0.02076	0.14814	0.25605	0.13445	0.29724
Sample 8	0.20067	0.01950	0.12126	0.02237	0.12363	0.27096
Sample 9	0.20280	0.01959	0.16538	0.24519	0.13675	0.29595
Sample 10	0.19928	0.02025	0.0133	0.05149	0.11540	0.27521