Abstract
We studied a restoring force model that considers post-buckling and a new analytical method for calculating the dynamic behavior of silos in earthquakes. In order to improve rational seismic design, we analyzed vibration responses to various seismic waves. In addition, we investigated a new method for analyzing the vibration response by comparing the static restoring force model with those of the newly developed dynamic restoring force model. We also propose an analytical model for the equivalent mass of one degree of freedom before and after buckling for effective mass vibration of silos in earthquakes. In the future, the research on new analytical model (dynamic hysteresis model and equivalent mass model) will enable the calculation of the vibration responses and reliable structure's specific coefficients of silos.
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: Journal of Structural and Construction Engineering (Transactions of AIJ)
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.
