Репрезентативный статистический расчет абсолютного минимума запаса сопротивления конструкций и оснований (решение задачи и практическая реализация)
Santrauka
The problem formulation of the representative statistical analysis of structures and fundations is presented at former author's paper. The essential simplification of the reliability analysis with time is described. It is shown that the reliability analysis both from the probabilistic and statistical point of view is a problem of a confident evaluation of an one side interval of a random value, namely the absolute minimum of resistance safety during a prescribed service life. The method is also useful for the analysis of statistically determinate and indeterminate structural systems.