Research Article
Seismic Response of Power Transmission Tower-Line System Subjected to Spatially Varying Ground Motions
Table 7
Maximum response of tower under various degrees of coherency.
| Coherency | Axial force (N) | Moment () | Shear force (N) | Displacement (cm) |
| Uniform | 23704 | 562 | 318 | 2.44 | Highly | 34578 | 929 | 515 | 3.75 | Intermediately | 46670 | 1170 | 656 | 5.18 | Weakly | 69875 | 1415 | 813 | 6.86 | Uncorrelated | 83342 | 2037 | 1157 | 9.41 |
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