Structural control of a sdoff frame with non-linear hysteric behavior using a tuned a mass damper

Folhento, Pedro Leonel Pamplona; Braz-César, Manuel; Paula, António Miguel; Barros, Rui

http://hdl.handle.net/10198/22603

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Autores

Folhento, Pedro Leonel Pamplona

Braz-César, Manuel

Paula, António Miguel

Barros, Rui

Resumo(s)

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.

Palavras-chave

Structural control Passive systems Tuned mass dampers (TMD)

URI

http://hdl.handle.net/10198/22603

Citação

Folhento, Pedro; Braz-César, M.T.; Paula, António Miguel; Barros, Rui (2018). Structural control of a sdoff frame with non-linear hysteric behavior using a tuned a mass damper. In IRF2018: 6th International Conference Integrity-Reliability-Failure. Lisbon, Portugal. p. 1247-1270

Coleções

ESTiG - Publicações em Proceedings Indexadas à WoS/Scopus

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