چکیده مقاله
Nowadays, it’s common place to use concentrically braced frames CBFs for lateral load resisting systems in steel structures sporadically Gusset plate connections play an outstanding role to connect the beams and columns in CBFs systems, so need to be taken into center of attention in designing of CBFs This analytical study has illustrated that buckling capacity of CBFs under a monotonic loading can be improved by considering the behavior of gusset plate connection through designing its thickness and size In this paper, experiment results and finite element model have been verified, in addition, it indicates that CBFs performance depend upon gusset plate connections, consequently
کلیدواژهها
نویسندگان
Javad Amiri
Department of Engineering, Loghman Hakim Institute of Higher Education
Soheil Salimi
Department of Civil & Environmental Engineering, Shiraz University
Ali Akbar Hekmatzadeh
Department of Civil & Environmental Engineering, Shiraz University of Technology
Hamed Roohbakhsh
Department of Civil & Environmental Engineering, Shiraz University
شیوه ارجاع
Amiri, Javad and Salimi, Soheil and Hekmatzadeh, Ali Akbar and Roohbakhsh, Hamed,1394,Analytical study on gusset plate behavior of braced frames through finite element method,10th International Congress on Civil Engineering,Tabriz
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