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  • Calculation of the main beam of the production building

    The non-continuous beam on which the concentrated masses are located on the elastic supports is subjected to seismic action as a stationary random process with latent periodicity. The eigenfrequencies of the oscillations are determined and the reliability function is found in time. The theory of emissions beyond the design resistance is used.

    Keywords: Beam, concentrated mass, elastic support, correlation matrix, natural frequency, effective frequency, random process, latent periodicity, reliability, time