Abstract
The verification of the beam-column resistance is a very complicated task from the viewpoint of design practice. The general theoretical solution of the resistance assessment of beam-column subjected to axial compression force and bi-axial bending is not suitable for practical use due to complicated form. Therefore, standard simplified approach is used to verify the beam-column resistance. The experimental and numerical analyses of the resistance of eccentrically loaded beam-columns are presented to compare the results of both analyses with the standard approaches. Result discussion and conclusions related to the further research direction are also presented in this paper.
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.
