Numerical Study on the Seismic Response of Structure with Consideration of the Behavior of Base Mat Uplift

Table 2

Values for fitting parameters of ,   , and [23].

Quantity
	0.775	0.65	0.6	0.6
	0.8	0.8	0.8	0.8
	0.525	0.5	0.45	0.4
	0	0	0.023	0.027
	0.25	0.35	—	0
	1.0	0.8	—	0
	0	0	—	0.17
	0.85	0.75	—	0.85