2011
DOI: 10.1016/j.jsv.2010.09.017
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Dynamic analysis of frames with viscoelastic dampers modelled by rheological models with fractionalderivatives

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Cited by 86 publications
(41 citation statements)
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“…In civil engineering, viscoelastic dampers, which are some preferred energy dissipation devices for passive response control, are successfully applied to reduce any excessive vibrations of buildings caused by winds and earthquakes [10,11]. It is now recognized that the fractional derivative model for the rheological property of viscoelastic damper can accurately capture the stiffness and energy dissipation characteristics, which are of great interest in dynamic analysis [12].…”
Section: Fractional Models For Viscoelastic Dampersmentioning
confidence: 99%
“…In civil engineering, viscoelastic dampers, which are some preferred energy dissipation devices for passive response control, are successfully applied to reduce any excessive vibrations of buildings caused by winds and earthquakes [10,11]. It is now recognized that the fractional derivative model for the rheological property of viscoelastic damper can accurately capture the stiffness and energy dissipation characteristics, which are of great interest in dynamic analysis [12].…”
Section: Fractional Models For Viscoelastic Dampersmentioning
confidence: 99%
“…In this paper, the Kelvin model of fractional-type VE damper is specifically adopted [13]. Further, Eq.…”
Section: Equation Of Motion Of Nonlinear Structures With Fractional-tmentioning
confidence: 99%
“…On the other hand, fractional mechanical models of viscoelastic (VE) dampers have received considerable attention and have been used as important control devices to mitigate the dynamic response of structures [12,13]. The advantage of fractional model is that it can correctly describe the mechanical behavior of a VE damper using only a small number of model parameters.…”
Section: Introductionmentioning
confidence: 99%
“…The equation of motion for structures with viscoelastic dampers can be written in the following form [12] …”
Section: Equation Of Motion For Structures With Dampersmentioning
confidence: 99%