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

Table 1

Maximum response of Model I and Model II.

Tower	Model I	Model II	Cable	Model I	Model II
Axial force (N)	85776	66643	Cable 1 (N)	4938	5238
Moment (N·m)	1661	1134	Cable 2 (N)	9342	9646
Shear force (N)	948	668	Cable 3 (N)	9499	9613
Displacement (cm)	6.33	4.63	Cable 4 (N)	9612	9849