Abstract
Concentrically braced frames (CBFs) represent one of the most efficient lateral-load-resisting systems considering its numerous advantages. Using concrete filled tube (CFT) columns provides many economical and aesthetical benefits; however, it requires the use of complex connections. Many alternatives exist in shape and detailing of these connections. Unfortunately, designers are usually faced by lack of supporting procedures related to modelling, design, and detailing of such connections. An extensive study was performed to investigate behavior of different connection configurations to CFT columns. Summary of research results are outlined. Afterwards, influence of different details on the general performance of CBF with concrete filled tube columns under cyclic loading is investigated through an experimental study. Five concentrically braced frames are tested under displacement-based cyclic loading to evaluate their behavior, lateral drift, load capacity, hysteresis responses, ductility, and stiffness degradation. Connections details include gusset plates welded to the outside shell of steel columns with and without shear connectors. Results are investigated and discussed.
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.
