Abstract
In this paper, two algorithms have been developed that allow us to obtain in more detail, depending on the kinematic characteristics of structural elements and initial conditions, the estimated dynamic characteristics of external influences as the results of the reactive behavior of structural elements of buildings and structures to these influences. Variants of reactive motions in inertial and non-inertial reference systems from static and dynamic wind pressure are considered. Two problems related to finding correspondences between the resultant acting forces (F) and changes in the velocities and accelerations of reactive movements of structural elements over a certain time interval have been solved.
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