4. Conclusions
In this work, a methodology for the design of nonlinear dampers for seismic retrofitting of existing frames or for newly designed structures is described. The procedure is based on an optimal-design paradigm, in which the best configuration for the dampers is sought by considering pre-defined objectives and constraints. The process is managed by an optimisation software utilising Genetic Algorithms. Through a simple example taken from the literature, it is showed how this type of approach based on the optimisation of the structural response has great potential and flexibility. In fact, it allows one to consider a wide range of possibilities both in the input variables (number and characteristics of the devices) and objectives (interstorey drifts, forces transmitted by the dampers, etc).
Future works will focus on the extension of the method to ULS design by means of more accurate representation of nonlinear behaviour of the RC members and to 3D structures and loadings. Multi-objective optimisation will also be investigated.