Investigation and Development of a Three-Dimensional Transmission Tower-Line System Model Using Nonlinear Truss and Elastic Catenary Elements for Wind Loading Dynamic Simulation

Table 5

Single tower dynamic displacement time-history indicator between each model and the ANSYS model.

		x direction (%)	y direction (%)	z direction (%)
Node 3	Lumped mass model	2.95	1.96	3.78
	ANSYS LS-DYNA model	29.04	26.27	45.86
Node 12	Lumped mass model	1.61	2.03	3.05
	ANSYS LS-DYNA model	17.75	19.22	22.23