Semi-active structural vibration control of base-isolated buildings using magnetorheological dampers

In recent years, several solutions for structural vibration control of buildings have been proposed. In particular, the combination of base-isolated structures with complementary variable damping devices has been successful in reducing the base isolator displacements without increasing the building...

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Bibliographic Details
Published inJournal of low frequency noise, vibration, and active control Vol. 37; no. 3; pp. 565 - 576
Main Authors Oliveira, Fernando, Botto, Miguel Ayala, Morais, Paulo, Suleman, Afzal
Format Journal Article
LanguageEnglish
Published London, England SAGE Publications 01.09.2018
Sage Publications Ltd
SAGE Publishing
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Summary:In recent years, several solutions for structural vibration control of buildings have been proposed. In particular, the combination of base-isolated structures with complementary variable damping devices has been successful in reducing the base isolator displacements without increasing the building superstructure response when subjected to earthquake loads. In this paper, a magnetorheological device is installed on a 2-DOF mechanical model mounted on an experimental uniaxial shaking table. A simple numerical simulation model is derived for the experimental setup and it represents a typical base-isolated structure with a semi-active vibration controller. The control law combines a force tracking integral action with a clipped on–off adaptation rule that changes the magnetorheological damping in real time. The effectiveness of the proposed solution is demonstrated for both earthquake-like and real earthquake input ground motions. A comparison between the numerical and the experimental results validates the numerical simulations and it gives confidence in using this model for validation and evaluation of other semi-active control solutions based on magnetorheological dampers.
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ISSN:1461-3484
2048-4046
DOI:10.1177/1461348417725959