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 ($\text{N}·\text{m}$)	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