Seismic Response of Power Transmission Tower-Line System Subjected to Spatially Varying Ground Motions

Table 8

Maximum response of tower under different wave travel excitations.

Apparent velocity	Axial force (N)	Moment ($\text{N}·\text{m}$)	Shear force (N)	Displacement (cm)
Uniform	23704	562	318	2.44
200 m/s	90550	2969	1716	12.3
400 m/s	68679	2185	1262	8.39
800 m/s	34578	929	515	3.75
1600 m/s	27173	667	381	2.46