Strength estimation of structured rod by averaging

The stress-deformed state of a high-rise building is modeled by the state of a structured rod for which stresses are calculated by averaging. It has been shown that compressive stresses in a structured rod essentially exceed maximum stresses in cross-sections of the equivalent homogenous rod. In this case, the number of such cross-sections of the structured rod is proportional to the number of stores in the high-rise building. A periodic problem for a cell is formulated using the representation of solution in the form of the sum of smooth and high-oscillating parts.