Reliability-based optimum design of multiple tuned mass dampers for minimization of the probability of failure of buildings under earthquakes

Author:

Ontiveros-Pérez Sergio Pastor,Miguel Letícia Fleck Fadel

Funder

Conselho Nacional de Desenvolvimento Científico e Tecnológico

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference60 articles.

1. Passive energy dissipation systems in structural engineering;Soong,1997

2. Effectiveness of tune mass damper in the reduction of the seismic response of the structure;Rakicevic;Bull Earthq Eng,2012

3. Miguel LFF, Riera JD. Controle de vibrações de estruturas utilizando amortecedores por atrito. Revista Internacional de Desastres Naturales, Accidentes e Infraestructura Civil 2008;8(1):57-69. https://www.scipedia.com/public/Miguel_Riera_2008a.

4. Simple design procedure of a friction damper for reducing seismic responses of a single-story structure;Min;Eng Struct,2010

5. A modified friction damper for diagonal bracing of structures;Monir;J Constr Steel Res,2013

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