Seismic Performance Evaluation of Precast Concrete Beam-to-Shear Link Composite Connection with Bending Moment and Shear Force Separate Method

Table 1

Parameters of shear connectors.

Model	Section	Shear connector	t1	t2	t3	b	h1	h2	Area A
Model-1	Section-1	Linear type	18	0	0	96	0	0	1728
Model-2	Section-1	Cross type	12	8	0	96	36	0
Model-3	Section-1	CB type	8.4	8	8	80	36	30
Model-4	Section-2	Channel type	12	0	8	96	0	36

Note. t₁: horizontal plate thickness; t₂: middle vertical plate thickness; t₃: end vertical plate thickness; b: horizontal plate length; h₁: middle vertical plate height; h₂: end vertical plate height; A: cross-sectional area.