The nonlinear dynamic response of a scale steel structure equipped with a hysteretic tuned mass damper (TMD) is investigated. Identification of the parameters of a nonlinear model of the structure is carried out via experimental tests while the optimal parameters of the TMD are obtained by using a differential evolution algorithm. Such optimization algorithm can search the best solution in a large parameter space without making restrictive assumptions on the optimization problem. The seismic performance of the optimized hysteretic TMD mounted on a nonlinear structure is compared with that of a more conventional, linear tuned mass damper.
Optimized hysteric TMD for seismic control of a nonlinear steel structure / Boccamazzo, A; Carboni, B; Quaranta, G; Lacarbonara, W. - (2018). (Intervento presentato al convegno ASME 2018 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference tenutosi a Quebec City, Quebec, Canada).
Optimized hysteric TMD for seismic control of a nonlinear steel structure
Carboni, B;Quaranta, G;Lacarbonara, W
2018
Abstract
The nonlinear dynamic response of a scale steel structure equipped with a hysteretic tuned mass damper (TMD) is investigated. Identification of the parameters of a nonlinear model of the structure is carried out via experimental tests while the optimal parameters of the TMD are obtained by using a differential evolution algorithm. Such optimization algorithm can search the best solution in a large parameter space without making restrictive assumptions on the optimization problem. The seismic performance of the optimized hysteretic TMD mounted on a nonlinear structure is compared with that of a more conventional, linear tuned mass damper.File | Dimensione | Formato | |
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