Earthquake Design of Reinforced Concrete Buildings Using NSGA-II

Table 2

Differences between the first and best solution of first execution of the procedure for the RC-3 Model.

	First solution	Optimal solution	Reduction
F1	2.059	1.015	1.044
F2	51.056	47.949	3.107
MID	0.00582	0.01182	0.006
Cost (USD)	$133,090.80	$110,239.86	$22,850.94
Column (cm)	70 × 70	55 × 55	15 × 15
Beam (cm)	50 × 75	35 × 65	15 × 10
Slab (cm)	18	18	0