Fig. 35
From: Plasticity-based design and static performance of UT-type joint for construction error adaptation
Mesh generation of finite element model of S-RHS (120 × 200) beam-column joints.
Fig. 35 | Scientific Reports
From: Plasticity-based design and static performance of UT-type joint for construction error adaptation
Mesh generation of finite element model of S-RHS (120 × 200) beam-column joints.
