Passive dampers can be used to connect two adjacent structures in order to mitigate earthquakes induced pounding
damages. Theoretical and experimental studies have confirmed efficiency and applicability of various connecting
devices, such as viscous damper, MR damper, etc. However, few papers employed optimization methods to find the
optimal mechanical properties of the dampers, and in most papers, dampers are assumed to be uniform. In this study, we
optimized the optimal damping coefficients of viscous dampers considering a general case of non-uniform damping
coefficients. Since the derivatives of objective function to damping coefficients are not known, to optimize damping
coefficients, a heuristic search method, i.e. the genetic algorithm, is employed. Each structure is modeled as a multi
degree of freedom dynamic system consisting of lumped-masses, linear springs and dampers. In order to examine
dynamic behavior of the structures, simulations in frequency domain are carried out. A pseudo-excitation based on
Kanai-Tajimi spectrum is used as ground acceleration. The optimization results show that relaxing the uniform dampers
coefficient assumption generates significant improvement in coupling effectiveness. To investigate efficiency of genetic
algorithm, solution quality and solution time of genetic algorithm are compared with those of Nelder-Mead algorithm.
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