FLIP ROSE® program computes residual displacements of soil-structure systems induced by earthquakes and associated stress and strain in structural members. The FLIP programs include two dimensional effective stress analysis that allows redistribution and dissipation of excess pore water pressures based
on the constitutive model called cocktail glass model, three dimensional
effective stress analysis with various structural elements, two dimensionallarge
deformation/finite strain effective stress analysis, and a program applicable
to analysis of clayey materials.