Abstract: An innovative steel–concrete joint (SCJ) was applied to long-span railway hybrid box girder cable-stayed bridges to achieve favorable force transfer and deformation performance with a running train. The fatigue performance ...

Abstract: This study conducted preliminary finite-element analysis (FEA) of an orthotropic steel deck (OSD) with U-ribs and V-ribs for a long-span cable-stayed steel-box girder railway bridge using the hot-spot stress method to ...

Abstract: The fatigue performance of a new type of butt-welded tensile-plate cable-girder anchorage that requires higher load-bearing capacity and lower stress concentration compared with normal tensile-plate anchorages for a long-span ...

Abstract: This study conducted preliminary finite-element analysis (FEA) of an orthotropic steel deck (OSD) with U-ribs and V-ribs for a long-span cable-stayed steel-box girder railway bridge using the hot-spot stress method to ...