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).
| Displacement | Mean | SD | Skewness | Kurtosis | Minimum | Maximum |
| Sample 1 | 0.32330 | 0.02974 | 0.10779 | 0.18315 | 0.22458 | 0.44661 | Sample 2 | 0.31841 | 0.03038 | −0.02766 | −0.00132 | 0.21733 | 0.43928 | Sample 3 | 0.31864 | 0.02934 | 0.08242 | −0.11575 | 0.22185 | 0.4174 | Sample 4 | 0.32026 | 0.03065 | −0.00738 | 0.08926 | 0.20795 | 0.42238 | Sample 5 | 0.32299 | 0.03063 | 0.04103 | 0.20988 | 0.18418 | 0.44216 | Sample 6 | 0.32308 | 0.02990 | −0.0116 | 0.30768 | 0.21552 | 0.43896 | Sample 7 | 0.32486 | 0.03049 | 0.03309 | 0.00446 | 0.22536 | 0.43633 | Sample 8 | 0.32136 | 0.03042 | 0.03473 | 0.10439 | 0.20734 | 0.44905 | Sample 9 | 0.32192 | 0.03045 | −0.10315 | 0.08275 | 0.21565 | 0.41596 | Sample 10 | 0.32186 | 0.03094 | 0.13139 | −0.14000 | 0.21494 | 0.43481 |
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