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 2D effective stress analysis that allows redistribution
and dissipation of excess pore water pressures based on the constitutive
model called “cocktail glass model”, 3D effective stress analysis with
various structural elements (FLIP ROSE® 3D), 2D large deformation/finite
strain effective stress analysis (FLIP TULIP®).