Abstract. In order to control dynamic response in structures and machines, modifications using additive viscoelastic damping materials are highlighted. The techniques described for analysis include analytical methods for structural elements, FEM and perturbation methods for reanalysis or structural dynamic modification for complex structures. Optimisation techniques used for damping effectiveness include multi-parameter optimisation techniques and a technique using dynamic sensitivity analysis and structural dynamic modification. These have been applied for optimum dynamic design of structures incorporating vis-coelastic damping. Some current trends for vibration control are also discussed
In this thesis, a new method is followed to design an active control system which imparts viscoelast...
The object of the present paper is the dynamic analysis of plane structures with FLD viscoelastic la...
Dynamic interaction between primary and secondary structures can alter the response of buildings, b...
In order to control dynamic response in structures and machines, modifications using additive viscoe...
to function in modern dynamic environments. Methods of specifying structural damp-ing are given and ...
The design of high performance instruments often involves the attenuation of poorly damped resonant ...
EDF is in charge of a large industrial fleet of electric power stations. Because of ageing and stron...
The aim of this work is to extend the use of a structural dynamic modification method to cases of da...
Abstract. Structural dynamic modification techniques attempt to reduce dynamic design time and can b...
A combination of passive damping and active control is needed on practical structures where sufficie...
Passive structural control techniques are generally used as seismic rehabilitation and retrofit meth...
An approximate method for determination of dynamic characteristics of structures with viscoelastic d...
Structural dynamics and especially one of its main problems, vibrations and vibration control, appea...
AbstractEfficiency of structural control for dynamic systems is highly dependent on the frequency co...
High levels of vibrations can occur in floor systems due to excitation from human activities such as...
In this thesis, a new method is followed to design an active control system which imparts viscoelast...
The object of the present paper is the dynamic analysis of plane structures with FLD viscoelastic la...
Dynamic interaction between primary and secondary structures can alter the response of buildings, b...
In order to control dynamic response in structures and machines, modifications using additive viscoe...
to function in modern dynamic environments. Methods of specifying structural damp-ing are given and ...
The design of high performance instruments often involves the attenuation of poorly damped resonant ...
EDF is in charge of a large industrial fleet of electric power stations. Because of ageing and stron...
The aim of this work is to extend the use of a structural dynamic modification method to cases of da...
Abstract. Structural dynamic modification techniques attempt to reduce dynamic design time and can b...
A combination of passive damping and active control is needed on practical structures where sufficie...
Passive structural control techniques are generally used as seismic rehabilitation and retrofit meth...
An approximate method for determination of dynamic characteristics of structures with viscoelastic d...
Structural dynamics and especially one of its main problems, vibrations and vibration control, appea...
AbstractEfficiency of structural control for dynamic systems is highly dependent on the frequency co...
High levels of vibrations can occur in floor systems due to excitation from human activities such as...
In this thesis, a new method is followed to design an active control system which imparts viscoelast...
The object of the present paper is the dynamic analysis of plane structures with FLD viscoelastic la...
Dynamic interaction between primary and secondary structures can alter the response of buildings, b...