A Development of Seismic Fragility Curve of Box-Type Squat Shear Walls Using Data-Driven Surrogate Model Techniques

Table 3

Uncertainties in the material and geometry included in the shear wall model.

Material	Distribution	Mean ()	Coefficient of variation	Reference
(MPa)	Normal	41.3	0.09	[11]
(MPa)	Normal	475	0.08	[15]
Geometry	Distribution	Lower limit	Upper limit	Reference
(mm)	Uniform	600	3000	[36]
	Uniform	0.25	2	[36]
	Uniform	7.5	27.5	[36]
(N)	Uniform	0.022	0.182	[36]
	Uniform	0.00125	0.0161	[36]
	Uniform	0.00125	0.0287	[36]

: gross area of the web cross section (mm²).