Global Seismic Fragility Functions for Low-Rise RC Frames with Construction Deficiencies

Table 5

Joint panel shear strength-deformation analytical equations developed by Kim and LaFave (2012).

Parameters	Cracking		Yielding		Maximum
	τcr	Std.	τy	Std.	τmax	Std.
τ (MPa)	0.442 × τj(max)	0.299	0.890 × τj(max)	0.154	τj(max)	0.153
γ (rad.)	0.0197 × γj(max)	0.437	0.362 × γj(max)	0.420	γj(max)	0.410