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 10

One-span eight-line tower computational time for difference models at different wind speeds and wind angles.

	Computation GPU time (s)
	NLTc-ANSYS	NLTc-MATLAB	ANSYS auto-gravimetric	ECE-MATLAB
S10 m/s A00	532	191	514	354
S10 m/s A30	512	188	494	352
S10 m/s A90	470	195	481	357
S20 m/s A00	520	175	518	325
S20 m/s A30	515	175	493	322
S20 m/s A90	502	172	491	323
Averaged	508.5	182.67	498.5	338.83

S: wind speed; A: wind angle.