Analysis of the Seismic Performance of Site-Bolted Beam to Column Connections in Modularized Prefabricated Steel Structures

Table 1

Number and parameters of the specimens.

Specimen number		Flange		Cover plate		Splint material	Splint bolt hole
		Flange thickness	Bolt	Bolt	Number of bolts		Diameter
M1	M1A	12	M20	M20	8	Q235	22
	M1B	12	M20	M20	8	Q195	22
	M1C	12	M20	M20	8	Q235	20
M2	M2A	12	M20	M20	6	Q235	22
	M2B	12	M20	M20	6	Q195	22
	M2C	12	M20	M20	6	Q235	20