Abstract
The lateral-buckling behaviour of steel beams are affected significantly by the boundary conditions at both ends of the beam. So the strength of the laterally supported beams should be evaluated with considering the condition of the adjacent span crossing the stiffner. The purpose of this paper is to propose the strength index which can evaluate the maximum strength and the residual strength of laterally supported H-shaped steel beams under cyclic loading considering elastic-plastic behaviour.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
More 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.