Abstract
The paper considers aspects of the reactive behavior of structural elements of large-panel buildings. The problem of determining the position of the centers of mass in the process of interaction of the studied objects is solved, thus allowing us to evaluate the kinetics of the behavior of structural elements. Calculation schemes for determining dynamic reactions in the connections of structural elements under pulsed dynamic action on buildings and structures are proposed. A system of forces of the elements under consideration, balanced by inertial internal and external influences, has been compiled. An interpretation of the behavior of structural elements by an oscillator, a circuit producing a continuous, repetitive, variable wave head start, is proposed. This made it possible to quantify the change in the kinetic energy of structural elements when exposed to each other. An algorithm for determining dynamic reactions in the junctions of structural elements has been developed.
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