Experimental and Numerical Analysis of the Bolt Connections in a Low-Rise Precast Wall Panel Structure System

Table 5

Comparison of shear capacity for different parameters.

Wall thickness, b (mm)	Axial compressive ratio, n	Axial strength of connection, T (kN)	Lateral strength, Vp (kN)
120	0.1	150	159.73
150	0.1	150	162.18
200	0.1	150	164.82
300	0.1	150	167.36
150	01	200	186.36
150	0.1	300	233.82
150	0.1	400	280.45
150	0	150	78.09
150	0.2	150	236.55
150	0.3	150	301.00
150	0.4	150	355.55