The trial versions of FLIP ROSE® and FLIP TULIP® are now available for the customers to evaluate the performance of the program. The FLIP ROSE® and FLIP TULIP® trial versions are also used for those who wish to study seismic behavior of ground and soil-structure systems including liquefaction.
You can use up to six months after the application free of charge.
SYSTEM ENVIRONMENT OF TRIAL VERSION PROGRAM
|OS|| Microsoft® Windows® 7 or later
|CPU||Intel® Core™ i series 2nd generation（Sandy Bridge） or later|
Please apply for the trial versions using the application form in the following
-perform two dimensional effective stress analysis of soil-structure systems including liquefaction, compute excess pore water pressure generation and dissipation of excess pore water pressures with associated ground settlements during and after earthquakes,
-be used for studying cyclic behavior of soil (i.e. excess pore water pressure increase and associated change in stress-strain behavior)
|The new trial versions, the latest version of FLIP ROSE®(ver7.4.2) and the large deformation analysis program version FLIP TULIP®, are released!|
The related manuals will be provided, however, no inquiry on how to use the programs is accepted.
Figures of the results by the FLIP trial versions are easily drawn by Notepad, Excel, and/or MicroAVS.
※The above program names are trademarks registered by the relevant corporations.
The FLIP trial versions are based on FLIP ROSE ver.7.4.2® or FLIP TULIP® ver.6.5.0 with the following limitations:
Upper limits are 750 for number of elements and 1400 for number of nodes.
|linear beam elements, nonlinear beam elements, joint elements, bottom ground elements (viscous bottom boundary elements), dashpot elements, pile-soil interaction spring elements|
|simplified large deformation analysis, eigen value analysis, user defined subroutine|