Practical Soil-Shallow Foundation Model for Nonlinear Structural Analysis

Table 1

TRISEE: parameters of the numerical model (units: kN, m).

Phase	Shear spring			Rotational spring			Vertical spring
			(%)			(%)
	HD
I	132.2	12.5	60	58.6	10	60	120
III	70	99	9	35	111	2	80
	LD
I	54	3.8	47	25.4	3.8	4	65
III	35	40.4	1	8	33.3	1	27