Abstract
Column bases are most important parts in strength and deformation capacity in the estimate of seismic resistance of steel framed structures. A lot of research works has been made, however, the relationship between the structural behavior and the behavior of column bases has not been made clear yet. In this paper, the analytical model of fish-bone of frame is applied and the experimental results of column bases is introduced. Five-storied weak-beam type frames are taken. The bottom of columns is equipped with actual column bases. Damage distribution and deformation of the column bases are analyzed in terms of the intensity of seismic input. As a references, two type of idealized fundamental frames are introduced. Based on the result of analysis, the design method of column bases for low-rise steel frames is summarized.
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.
