Investigation of New Proposed Model for Mass Damper with Geometrically Nonlinear Stiffness

Many studies have been conducted showing that the mass damper improves the performance of structures against wind loads and seismic loads. This paper presents a model for passive tuned mass damper with softening stiffness; the Newton−Raphson method and state space were used to solve nonlinear equati...

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Autores principales: Karim Badamchi, Mohammad Khalil Khalili, Kia Badamchi
Formato: article
Lenguaje:FA
Publicado: Iranian Society of Structrual Engineering (ISSE) 2021
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Acceso en línea:https://doaj.org/article/8089e2cd040c432a91439a6e537fb67b
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