Abstract
The dynamic contact problem is solved by a method based on use of static determination of the stresses beneath a plate and additional slab. The static mixed edge problem is reduced to the solution of integral equations, and then to determination of the normal stresses on the contact boundary. A sample calculation confirms the effectiveness of reducting vibration by joining slabs to the basic foundation.
Published Version
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
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.