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

Table 6

Statistics of 10 samples parameters of the single high tower top node 35# Ux displacement time history under wind field 1 (m).

Displacement	Mean	SD	Skewness	Kurtosis	Minimum	Maximum
Sample 1	0.35442	0.06831	0.13752	0.09248	0.12564	0.62239
Sample 2	0.35890	0.07097	0.05107	−0.15181	0.11660	0.57983
Sample 3	0.35444	0.06559	0.05681	0.34004	0.12688	0.63887
Sample 4	0.35050	0.06803	−0.02753	0.13739	0.08682	0.59494
Sample 5	0.35621	0.06778	−0.13817	−0.06441	0.07765	0.58402
Sample 6	0.34745	0.06941	0.17547	0.12119	0.11916	0.61964
Sample 7	0.35154	0.07096	0.05388	0.09499	0.10151	0.58926
Sample 8	0.35595	0.06740	0.02192	0.19480	0.10866	0.63173
Sample 9	0.35450	0.06794	0.01347	−0.19614	0.14479	0.56227
Sample 10	0.35138	0.06998	−0.03027	−0.12573	0.12174	0.5984