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FLIP ROSE® and FLIP TULIP®

FLIP ROSE® and FLIP TULIP®

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®).


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Functions/Features

Functions/Features of FLIP programs
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Line-up and program function comparison

Latest program list and comparison of FLIP programs function

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System Environment

System Environment for FLIP programs
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Support programs

FLIP support programs provided by FLIP Consortium

　　　　
　　

New release/Program List and Function Comparison Chart

New Release


November, 2025

・FLIP TULIＰ ver.6.6.2 updated version and executable modules supporting non-Intel-manufactured compatible code for FLIP TULIP-related postprocessors have been released.


October, 2025

・FLIP ROSE 3D ver.2.1.0 upgraded version and executable modules supporting non-Intel-manufactured compatible code for FLIP3D-related postprocessors have been released.


September, 2025

・FLIP ROSE 2D ver.8.2.0 upgraded version and executable modules supporting non-Intel-manufactured compatible code for FLIP2D-related postprocessors have been released.

Program List and Function Comparison Chart


Line-up of FLIP Programs(Latest Program List)
Program function comparison chart of FLIP ROSE 2D
(Comparison of FLIP ROSE®Programs Function)

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