Research Article

A New Assessment in the Simultaneous Optimization of Friction Dampers in Plane and Spatial Civil Structures

Table 12

Comparison between optimal solution and two alternative methods.

MethodPosition Friction forces [kN]Maximum displacement at Node 44 [m]

Four optimized dampers
Alternative 1
Alternative 2 for each damper

MethodPosition Friction forces [kN]Maximum interstorey drift [m]

Four optimized dampers
Alternative 1
Alternative 2 for each damper