ASSESSMENT OF STIFFNESS AND STRESS DISTRIBUTION IN THE COMPOSITE SHEAR TIES COMPOSITE BRIDGES
We propose a model of node association taking into account the characteristics formation of the shear displacements under the second part of the permanent and temporary loads the cyclical nature of these loads. On this basis, the expression for determining the shear stiffness of the combined node association and efforts in the shift linkages constituting constructive - node layout solution were obtained.