Selective combined control stiffness and magnetorheological damping system in nonlinear multistorey structures

Author:

Ribakov Y.,Gluck J.

Publisher

Wiley

Subject

Building and Construction,Civil and Structural Engineering

Reference29 articles.

1. 1994. Seismic Isolation of Multi-story Frame Structures using Spherical Sliding Isolation Systems. Technical Report NCEER 94-0007, State University of New York at Buffalo, Department of Civil Engineering. Buffalo, NY.

2. Experimental study of seismic response of buildings with supplemental fluid dampers

3. Vibration Control of Tall Buildings under Seismic and Wind Loads

4. 1996. Control of structures using electrorheological dampers. Eleventh World Conference on Earthquake Engineering. Pergamon, Elsevier Science, Oxford: paper 272.

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1. Dynamic analysis of seismically excited flexible truss tower with scissor-jack dampers;Structural Control and Health Monitoring;2011-06-02

2. Modeling and simulation of an amplified structural damping system in a seismically-excited truss tower;Active and Passive Smart Structures and Integrated Systems 2010;2010-03-25

3. Fuzzy modelling approach to magnetorheological dampers: Forward and inverse model;Proceedings of the Institution of Mechanical Engineers, Part I: Journal of Systems and Control Engineering;2009-10-01

4. Chapter 14. Magnetorheological Materials and their Applications;Intelligent Materials;2007

5. Adaptive base-isolation of civil structures using variable amplification;Earthquake Engineering and Engineering Vibration;2006-12

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