Evaluation of the reliability of reinforced concrete beams on a stochastically inhomogeneous elastic foundation under the action of a non-stationary random load
The results of the evaluation of the reliability of reinforced concrete beams lying on an elastic foundation are presented.The load on the beam is considered as a non-stationary random function, the elastic properties of the foundation are Knife Sharpening Steels described as a stationary random function.Beam stiffness is considered as a random var