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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®).



    
  

New release/

New Release


June, 2018

FLIP ROSE ver.7.4.1, upgraded version including bug fixes, has been released.
FLIP TULIP ver.6.4.3, upgraded version including bug fixes, has been released.


July, 2017

FLIP ROSE ver.7.2.3_7 has been released as a bug fix release for FLIP ROSE ver.7.2.3_6.

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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