“…Moreover, an effective equilibrium-based procedure for the reconstruction of the three-dimensional stresses has been presented in [23], the study of perforated members in [24], an improved beam element based on semi-analytical solutions in [25] and a discussion on the constitutive assumptions and consistency in the framework of the GBT in [26]. Other interesting developments of GBT are the formulation for the elastic-plastic analyses of thin-walled members experiencing arbitrary deformations and made of non-linear materials [27,28], and the study of the post-buckling behavior of thin-walled steel members in presence of non-standard support conditions [29]. In the GBT literature, much attention has also been devoted to the shear deformability [30][31][32].…”