Parametrical identification of creep's curve on the basis of stochastic difference equations

The numerical method of parametrical identification of the creep's curve is considered, allowing to increase accuracy of forecasting of processes not elastic deformations in tasks of an estimation of individual behavior of a concrete element of a structure. The method is based on linear parametrical discrete model, describing in the form of stochastic difference equations results of supervision of creep's curve during experiment lays.