Abstract
The purpose of this study is to present basic data for the design of a lateral bracing which supports the compression member at the center. In the study, elastic-plastic analyses of the compression member with initial deflection of one half wave were performed considering the transition of deflection mode from symmetry to asymmetry. The results obtained are summarized as follows: 1)In case the slendemess ratioλ>1.0 and the bracing stiffness is larger than the basic stiffness Kco, an asymmetric mode of the deflection appears at the maximum strength, and the magnitude of a bracing force is small and within 2% of the maximum load applied to the compression member. 2)In case λ>1.0, the necessary bracing stiffness to ensure that the carrying capacity reaches the target value and the bracing force is within 2% of the maximum strength is 1.4 Kco regardless of λ,. In case λ〓1.0, the necessary bracing stiffness increases as λ decreases, and it becomes 2.4Kco at λ,=0.2.
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.