Research Article
A Parametric Study of Nonlinear Seismic Response Analysis of Transmission Line Structures
Table 4
Analysis cases considering the effect of local site.
| | Case | Apparent velocity | Coherency | Soil condition | | 1st tower | 2nd tower | 3rd tower |
| | Case 1 | Infinite | Perfectly | MF | MF | MF | | Case 2 | 1000 m/s | Highly | F | F | F | | Case 3 | 1000 m/s | Highly | MF | MF | MF | | Case 4 | 1000 m/s | Highly | MS | MS | MS | | Case 5 | 1000 m/s | Highly | S | S | S | | Case 6 | 1000 m/s | Highly | F | MF | F | | Case 7 | 1000 m/s | Highly | MS | MF | MS | | Case 8 | 1000 m/s | Highly | S | MF | S |
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