Fast Model Predictive Control Method for Large-Scale Structural Dynamic Systems: Computational Aspects

Table 1

Comparison of CPU times for oscillating spring-mass problem.

𝑁	𝑛=300		𝑛=600		𝑛=900
	FMPC	MPC	FMPC	MPC	FMPC	MPC
2	0.2327	0.2254	0.4894	6.1205	0.7810	74.9918
5	0.4717	1.4611	1.1203	78.3104	2.0233	233.8051
10	1.6026	3.8909	3.9019	216.8916	7.8787	640.0812