Seismic Vulnerability Assessment of Deficient RC Structures with Bar Pullout and Joint Shear Degradation

Table 3

Parameters for mean bond stress-slip model proposed by CEB-FIP Model Code [15].

Parameter	Unconfined concrete		Confined concrete
	Good bond conditions	All other bond conditions	Good bond conditions	All other bond conditions
	0.6 mm	0.6 mm	1.0 mm	1.0 mm
	0.6 mm	0.6 mm	3.0 mm	3.0 mm
	1.0 mm	2.5 mm	Clear Rib Spaces	Clear Rib Spaces
	0.4	0.4	0.4	0.4
	0.15	0.15	0.40	0.40