Reconstruction of foundations for machines with a pulsed load by converting a monolithic foundation into a massive slab
The article discusses the problems and some solutions for the reconstruction of existing foundations for machines with a pulsed load and proposes new solutions for the conversion of a monolithic foundation into a massive slab. The data of calculations of a massive monolithic and massively slab foundation using the Robot Millennium v 17.5 design and computing complex designed for numerical computer studies of the stress-strain state and stability of structures are presented. As can be seen from the above graphs and tables, the reorganization of the monolithic foundation into a massive slab significantly affects the decrease in the amplitude of oscillations and the intensity of attenuation of such structures under the action of shock load.
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