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

Table 2

Maximum response of tower under I06-C00-I12 and I07-C00-I01 excitations.

Tower	I06-C00-I12		I07-C00-I01
	Uniform	Multiple	Uniform	Multiple
Axial force (N)	48073	66643	40580	70020
Moment ($\text{N}·\text{m}$)	858	1134	786	1091
Shear force (N)	491	668	465	628
Displacement (cm)	3.14	4.63	3.14	4.59