Abstract
1. The most accurate damping characteristic is the coefficient of relative damping in analyses using the first and second soil base models. 2. The damping coefficient for steady vibrations depends for all practical purposes on the soil base type and the backfill height, the actual energy absorption being smaller than the value recommended in SNiP II-19-79.
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.