Abstract
An engineering technique has been developed that allows calculating the interactions between the structure of the beam foundation when constructing the upper and lower beams, the parameters of the damping layer from the condition of controlled loading of the foundation, or the stress-strain state of the system base - foundation with a damping layer - building. An example of calculating a damping layer in accordance with the developed methodology is given, as well as a comparison of the results of an engineering and numerical solution, and a good convergence of the results is obtained.
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 callMore From: Turkish Journal of Computer and Mathematics Education (TURCOMAT)
Disclaimer: 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.
