Abstract
In this article we have represented the results of dynamic calculation of eccentrically loaded reinforced column strength under different temperatures, which show, that the dynamic strength of the column is greatly reduced compared to the static strength. Transition from one working stage of element to another under dynamic loading occurs faster. Using the developed method we have shown the results of dynamic calculation of eccentric compressed reinforced concrete column at different high temperatures under different characteristics of loading, taking into account the experimental studies.The following article also presents the results of nonlinear dynamic calculation of reinforced concrete multi-story frame at different temperatures, which are counted taking into consideration the changes of values of plastic hinges depending on temperatures.
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 callDisclaimer: 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.
