The area of tuned mass dampers is a wide field of inspiration for theoretical studies in non-linear dynamics and dynamic stability. The studies attempt to estimate behaviour of diverse damping devices and their reliability. The current paper deals with the response of a heavy ball rolling inside a spherical cavity under horizontal kinematic excitation. The non-linear system consists of six degrees of freedom with three non-holonomic constraints. The contact between the ball and the cavity surface is supposed to be perfect without any sliding. The mathematical model using the Appell-Gibbs function of acceleration energy is developed and discussed. Comparison with previous planar (SDOF) model which is based on the Lagrangian procedure is give...
The control of vibrations of a mass-spring system with a damper made of granular material is modeled...
Dynamic properties of the three degrees of freedom autoparametric system with spherical pendulum inc...
Commonly used for mitigating wind- and traffic-induced vibrations in flexible structures, passive tu...
In the paper the response of a heavy ball rolling inside a semi-spherical cavity under horizontal ki...
The set of a heavy metallic ball which is rolling freely inside a semispherical dish with larger di...
The set of a heavy metallic ball which is rolling freely inside a semi-spherical dish with larger di...
The non-holonomic system represents a model of the ball tuned mass damper (TMD), as used to absorb v...
Ball-type tuned mass absorbers are growing in popularity. They combine a multi-directional effect wi...
The ball vibration absorber (BVA) is in principle a heavy ball rolling inside a semi-spherical cavi...
Indirect monitoring of structures is significantly complicated when an artificial vibration absorber...
Experimental and numerical model of a uni-directionally driven pendulum-based tuned mass damper is p...
summary:The pendulum damper modelled as a two degree of freedom strongly non-linear auto-parametric ...
A particle damper consists of a bed of granular materials moving in cavities within a multi degree-o...
Theoretical, experimental and numerical analysis of a spherical pendulum is carried out. The stabil...
Abstract: We suggest a new passive type vibration control system, tuned rotary-mass damper (TRMD), w...
The control of vibrations of a mass-spring system with a damper made of granular material is modeled...
Dynamic properties of the three degrees of freedom autoparametric system with spherical pendulum inc...
Commonly used for mitigating wind- and traffic-induced vibrations in flexible structures, passive tu...
In the paper the response of a heavy ball rolling inside a semi-spherical cavity under horizontal ki...
The set of a heavy metallic ball which is rolling freely inside a semispherical dish with larger di...
The set of a heavy metallic ball which is rolling freely inside a semi-spherical dish with larger di...
The non-holonomic system represents a model of the ball tuned mass damper (TMD), as used to absorb v...
Ball-type tuned mass absorbers are growing in popularity. They combine a multi-directional effect wi...
The ball vibration absorber (BVA) is in principle a heavy ball rolling inside a semi-spherical cavi...
Indirect monitoring of structures is significantly complicated when an artificial vibration absorber...
Experimental and numerical model of a uni-directionally driven pendulum-based tuned mass damper is p...
summary:The pendulum damper modelled as a two degree of freedom strongly non-linear auto-parametric ...
A particle damper consists of a bed of granular materials moving in cavities within a multi degree-o...
Theoretical, experimental and numerical analysis of a spherical pendulum is carried out. The stabil...
Abstract: We suggest a new passive type vibration control system, tuned rotary-mass damper (TRMD), w...
The control of vibrations of a mass-spring system with a damper made of granular material is modeled...
Dynamic properties of the three degrees of freedom autoparametric system with spherical pendulum inc...
Commonly used for mitigating wind- and traffic-induced vibrations in flexible structures, passive tu...