Fig. 5From: Experimental Cyclic Behavior of Precast Hybrid Beam-Column Connections with Welded Components a Beam, b column cross-sections, c front view and dimensions of the hybrid beam-column connections, and d welding detail of beam bottom longitudinal rebars to beam support plate (PL-1) and stirrups to vertical plates (PL-2) for SP1, SP2 and SP3 specimens.Back to article page