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

Table 2

Parameters of PCB-SLCC.

Specimen	Concrete strength	L(mm)	t1 (mm)	t2 (mm)	t3 (mm)	b (mm)	h1 (mm)	h2 (mm)	Area A (mm^2)	Bolt spacing
PCB-SLCC-1	C30	120	8.4	8	8	80	36	30	1728	Regular
PCB-SLCC-2	C50	120	8.4	8	8	80	36	30		Regular
PCB-SLCC-3	C30	150	8.4	8	8	80	36	30		Regular
PCB-SLCC-4	C30	120	8.4	10.3	8	80	36	20		Regular
PCB-SLCC-5	C30	120	8.4	8	8	80	36	30		Special