International audienceAssessing the dynamic response of vibrating structures which are described by means of finite element (FE) models with many degrees of freedom (DOFs) is usually computationally cumbersome. The fact that the man-ufacturing process and the material properties of structures are usually subject to variability means a dispersionof the physical parameters which can be important. The parameters are therefore considered as uncertain DOFs, which makes FE models more complex. The Monte Carlo (MC) method is commonly used to analyze the propagation of uncertainties through FE modeling. However, it requires a large number of simulations which aretherefore very cumbersome in terms of CPU times. This work aims at developing a low c...
Attachments affect the dynamic response of an assembled structure. When engineers are modelling stru...
In this paper, a new approach is presented to prove the efficiency of the direct Monte Carlo method ...
The predictive capability of finite element models is limited by their deterministic nature: typical...
International audienceAssessing the dynamic response of vibrating structures which are described by ...
AbstractStructural uncertainties greatly influence the dynamic responses of engineering structures. ...
AbstractStructural uncertainties greatly influence the dynamic responses of engineering structures. ...
are presented for efficient probabilistic vibration analysis of complex structures with pa-rameter u...
The properties of engineering structures are variable by nature. This variation affects considerably...
The properties of engineering structures are variable by nature. This variation affects considerably...
One challenge in the numerical simulation of industrial structures is model validation based on expe...
Analysis of vibration of systems with uncertainty in material properties under the influence of a ra...
Structural energy dissipation pattern is modified by the presence of discontinuities like a crack. C...
This article enhances the discrete singular convolution method for free vibration analysis of non-un...
The investigation of low- to mid-frequency vibration transmission in complex structures requires the...
This article enhances the discrete singular convolution method for free vibration analysis of non-un...
Attachments affect the dynamic response of an assembled structure. When engineers are modelling stru...
In this paper, a new approach is presented to prove the efficiency of the direct Monte Carlo method ...
The predictive capability of finite element models is limited by their deterministic nature: typical...
International audienceAssessing the dynamic response of vibrating structures which are described by ...
AbstractStructural uncertainties greatly influence the dynamic responses of engineering structures. ...
AbstractStructural uncertainties greatly influence the dynamic responses of engineering structures. ...
are presented for efficient probabilistic vibration analysis of complex structures with pa-rameter u...
The properties of engineering structures are variable by nature. This variation affects considerably...
The properties of engineering structures are variable by nature. This variation affects considerably...
One challenge in the numerical simulation of industrial structures is model validation based on expe...
Analysis of vibration of systems with uncertainty in material properties under the influence of a ra...
Structural energy dissipation pattern is modified by the presence of discontinuities like a crack. C...
This article enhances the discrete singular convolution method for free vibration analysis of non-un...
The investigation of low- to mid-frequency vibration transmission in complex structures requires the...
This article enhances the discrete singular convolution method for free vibration analysis of non-un...
Attachments affect the dynamic response of an assembled structure. When engineers are modelling stru...
In this paper, a new approach is presented to prove the efficiency of the direct Monte Carlo method ...
The predictive capability of finite element models is limited by their deterministic nature: typical...