Minimum‐cost optimization of nonlinear fluid viscous dampers and their supporting members for seismic retrofitting

• Published in: Earthquake engineering & structural dynamics Vol. 46; no. 12; pp. 1941 - 1961
• Main Authors: Pollini, Nicolò, Lavan, Oren, Amir, Oded
• Format: Journal Article
• Language: English
• Published: Bognor Regis Wiley Subscription Services, Inc 10.10.2017
• Subjects: Algorithms; Coefficients; Computation; Computer applications; Continuity (mathematics); Cost engineering; Cost function; Costs; Damping; Design; Design optimization; Earthquake dampers; energy dissipation devices; Frame structures; Interpolation; Interpolation techniques; irregular structures; material interpolation functions; Mathematical models; Mixed integer; Power law; Retrofitting; Seismic design; Seismic engineering; seismic retrofitting; Solutions; Stiffness coefficients; Topology; topology and sizing optimization; Topology optimization; Velocity; viscous dampers; Viscous damping
• ISSN: 0098-8847; 1096-9845
• DOI: 10.1002/eqe.2888

Summary This paper presents an effective approach for achieving minimum‐cost designs for seismic retrofitting using nonlinear fluid viscous dampers. The damping coefficients of the dampers and the stiffness coefficients of the supporting braces are designed by an optimization algorithm. A realistic retrofitting cost function is minimized subject to constraints on inter‐story drifts at the peripheries of frame structures. The cost function accounts for costs related to both the topology and the sizes of the dampers. The behavior of each damper‐brace element is defined by the Maxwell model, where the force–velocity relation of the nonlinear dampers is formulated with a fractional power law. The optimization problem is first posed and solved as a mixed integer problem. For the reduction of the computational effort required in the optimization, the problem is then reformulated with continuous variables only and solved with a gradient‐based algorithm. Material interpolation techniques, which have been successfully applied in topology optimization and in multi‐material optimization, play a key role in achieving practical final design solutions with a reasonable computational effort. Promising results attained for 3‐D irregular frames are presented and discussed. Copyright © 2017 John Wiley & Sons, Ltd.