Research Article

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

Table 14

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

DisplacementMeanSDSkewnessKurtosisMinimumMaximum

Sample 10.323300.029740.107790.183150.224580.44661
Sample 20.318410.03038−0.02766−0.001320.217330.43928
Sample 30.318640.029340.08242−0.115750.221850.4174
Sample 40.320260.03065−0.007380.089260.207950.42238
Sample 50.322990.030630.041030.209880.184180.44216
Sample 60.323080.02990−0.01160.307680.215520.43896
Sample 70.324860.030490.033090.004460.225360.43633
Sample 80.321360.030420.034730.104390.207340.44905
Sample 90.321920.03045−0.103150.082750.215650.41596
Sample 100.321860.030940.13139−0.140000.214940.43481