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Study on failure modes of steel truss bridge gusset related to tension and shear block failure Article in International journal of steel structures 12(3) · September 2012 with 604 ReadsTechno PressThe effect of various parameters is investigated in this paper, including plate width-to-thickness ratio, column slenderness ratio and axial compression force ratio, on the ultimate load and deformation capacities of steel bridge box piers made of SM570 steel subjected to cyclic loading.Techno PressThe effect of various parameters is investigated in this paper, including plate width-to-thickness ratio, column slenderness ratio and axial compression force ratio, on the ultimate load and deformation capacities of steel bridge box piers made of SM570 steel subjected to cyclic loading.

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