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

Table 24

Comparison of statistical results on high tower in the system node 35# Ux displacement and element 1972# axial force.

Number	Statistical methods	High tower in transmission tower-line system
		Wind field 1		Wind field 2
		Displacement (m)	Axial force (N)	Displacement (m)	Axial force (N)
1	Method 1	0.43429	−3171906	0.40952	−3109766
2	Method 2	0.41255	−3117028	0.39069	−3048073
3	Method 3	0.32309	−2764258	0.32169	−2758864
4	The average of mean	0.32167	−2761720	0.32084	−2754673
5	Item 1/Item 4	1.35	1.15	1.28	1.13
6	Item 2/Item 4	1.28	1.13	1.22	1.11
7	Item 3/Item 4	1.00	1.001	1.00	1.00