Use of Argand–Gauss techniques to design passive inertial dampers for multimodal oscillators:

Author:

Carotti A.,Turci E.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering

Reference18 articles.

1. G.W. Housner, S.F. Masri (Eds.), Proceedings of Int. Workshop on Structural Control, Honolulu (Hawaii), August 1993.

2. Active protection of large structures under seismic loads: artificial damping and stiffness supplied by a hydromechanical servodrive;Carotti;Soil Dyn. Earthquake Eng. Int. J.,1991

3. Response of a 42-storey steel-frame building to the Ms=7.1 Loma Prieta earthquake;Erdal;Eng. Struct.,1993

4. Passive antiseismic protection of multistorey buildings by controlled buckling of a base isolation steel system;Carotti;Mech. Res. Commun. Int. J.,1990

5. Brake systems for protecting large structures from seismic or aerodynamic instability;Carotti;Eng. Struct. Int. J.,1994

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1. Recent Advances in Hybrid Vibration-Control Systems;Practice Periodical on Structural Design and Construction;2022-08

2. Research developments in vibration control of structures using passive tuned mass dampers;Annual Reviews in Control;2017

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