Publicação
Structural control of a sdoff frame with non-linear hysteric behavior using a tuned a mass damper
| Resumo: | This paper presents a parametric study on the control parameters of a Tuned Mass Damper (TMD) to reduce the seismic response of a simple framed structure with non-linear hysteretic behavior. A numerical model was implemented in MATLAB/Simulink to obtain the structural response and evaluate the contribution of each control parameter to the system. Based on the results, it can be concluded that the appropriate definition of some control parameters are crucial to reach rapidly and consistently the optimal TMD performance. |
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| Autores principais: | Folhento, Pedro Leonel Pamplona |
| Outros Autores: | Braz-César, Manuel; Paula, António Miguel; Barros, Rui |
| Assunto: | Structural control Passive systems Tuned mass dampers (TMD) |
| Ano: | 2018 |
| País: | Portugal |
| Tipo de documento: | comunicação em conferência |
| Tipo de acesso: | acesso aberto |
| Instituição associada: | Instituto Politécnico de Bragança |
| Idioma: | inglês |
| Origem: | Biblioteca Digital do IPB |
| Resumo: | This paper presents a parametric study on the control parameters of a Tuned Mass Damper (TMD) to reduce the seismic response of a simple framed structure with non-linear hysteretic behavior. A numerical model was implemented in MATLAB/Simulink to obtain the structural response and evaluate the contribution of each control parameter to the system. Based on the results, it can be concluded that the appropriate definition of some control parameters are crucial to reach rapidly and consistently the optimal TMD performance. |
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