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

Table 4

Maximum response of tower under various angle excitations.

Number	Degree	Axial force ($\text{N}$)	Moment ($\text{N}·\text{m}$)	Shear force (N)	Displacement (cm)
I	$9^{\circ }$	66643	1134	668	4.63
II	${21}^{\circ }$	70020	1091	628	4.59
III	${39}^{\circ }$	58945	1100	641	4.28
IV	${51}^{\circ }$	66532	1159	666	4.65
V	${81}^{\circ }$	58065	966	552	3.64