Effect of semi-rigid connection on post-buckling behaviour of frames using finite element method... This study presents a numerical analysis using finite element method to investigate the effect of semi-rigid connections on post-buckling behaviour of two-dimensional frames with different supporting types and different lateral loading cases....
Dynamic response prediction of steel frame structure considering semi-rigid connection by applying damper... In contrast, the real behavior of joints are not fully rigid or fully pinned, therefore the discrepancy between these manners is called semi-rigid connection....
Effect of semi-rigid connection and pole in different flat on the overall steady-state load-bearing capacity of the steel tubular scaffold with couplersAbstract: Nonlinear analysis of the steady-state load-bearing capacity of steel tubular and the steady-state load-bearing capacity of scaffold was simulated by ANSYS considering semi-rigid connection and pole in different flat....
Progressive collapse analysis of cfst frame with semi-rigid connection... A finite element method was developed to investigate the semi-rigid connection mechanical behaviors in the process of CFST structures progressive collapse, and different semi-rigid connection joint stiffness were taken into consideration...
