Fig. 41
From: Plasticity-based design and static performance of UT-type joint for construction error adaptation
Beam-column joints subjected to constant tension and bending. (a) UT-type joints subjected to constant tension and positive bending. (b) UT-type joints subjected to constant tension and negative bending. (c) SH-RHS (120 × 200) under constant tension and bending. (d) S-RHS (120 × 200) under constant tension and bending.
