Seismic Vulnerability Analysis of Rural Modified Raw-Soil Structures

Table 6

Parameters for the probabilistic demand models.

Model	Regression model
Raw soil	ln (ISDAmax) = −4.34 + 0.619ln (PGA)	0.628	0.15282
Modified soil	ln (ISDAmax) = −4.16 + 0.895ln (PGA)	0.655	0.14733
LC3 soil	ln (ISDAmax) = −4.34 + 0.713ln (PGA)	0.726	0.11074