Journal of Materials and Engineering Structures
Volume 1, Numéro 1, Pages 32-45
2014-06-01
Auteurs : Sarsri D. .
In this paper, we propose a method to calculate the first two moments (mean and variance) of the structural dynamics response of a structure with uncertain variables and subjected to random excitation. For this, Newmark method is used to transform the equation of motion of the structure into a quasistatic equilibrium equation in the time domain. The Neumann development method was coupled with Monte Carlo simulations to calculate the statistical values of the random response. The use of modal synthesis methods can reduce the dimensions of the model before integration of the equation of motion. Numerical applications have been developed to highlight effectiveness of the method developed to analyze the stochastic response of large structures.
dynamical response; ramdom; Neumann; modal synthesis
Diem Nguyen Dang
.
Dan Dao Sy
.
Hien Ta Duy
.
Tien Dao Ngoc
.
pages 73-83.
Bellal Kamilia
.
Benilles Billel
.
pages 204-221.
Mahdi Y.
.
Mouhi L.
.
Guemras N.
.
Daoud K.
.
pages 655-670.
Makoye Edward
.
pages 56-73.
Wilaa Abiras Hadjer
.
Bennabi Lamia
.
Belarbi Lahcen
.
Guemra Kaddour
.
pages 91-94.