Abstract
The report presents the conformity problem of the structures amplitude-frequency characteristics. It discusses the experimental verification of such characteristics and methods of their mathematical simulation. It is shown that the use of Fourier transform in mathematical models cannot provide mathematical sufficiency display for a project to investigate the response of a building structure on mechanical shock loads. The study's results presents the amplitude-frequency characteristics dependence on the duration of the trailing edge shock. Discussed nomograms presents this dependence for the main resonance vicinity of “object-based” system. It is shown that the dynamic characteristics modeling with using of Laplace transform allows to achieve the necessary conformity of the structure dynamic model frequency representation. It is shown some examples of shock loads that can be described in the form of the Laplace transform basis elements.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
