Abstract
This article selects relatively common residential area as the prototype and uses finite element analysis software ANSYS/LS-DYNA to establish a framework to simplify the model. Four scene measured vibration velocity are loaded on the structural model. The dynamic response under four different peaks blasting vibration velocity response is simulated, and the simulation results are summarized.
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.