Fig. 46
From: Plasticity-based design and static performance of UT-type joint for construction error adaptation
Column joints subjected to constant pressure and bending. (a) UT-type joints subjected to constant pressure and positive bending. (b) UT-type joints subjected to constant pressure and negative bending. (c) SH-RHS (120 × 200) bending under constant pressure. (d) S-RHS (120 × 200) bending under constant pressure.
