| ... | ... | @@ -190,13 +190,16 @@ For each test case: | 
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|  |  | The _structural_ part has been simulated with _MBDyn_ and _preCICE_ connection with preCICE is used to  get the displacements a the interface points (tip displacement). The 3 test cases are located [here](https://gitlab.com/stilita/mbdyn-esm-adapter/-/tree/master/testcases/TurekHron/CSM). | 
|  |  | For each test case: | 
|  |  | - the name of the directory indicates the case and the number of beam elements. | 
|  |  | - the name of the directory indicates the case and the number of beam elements (i.e. CSM1-4 is case 1 with 4 _beam_ elements). | 
|  |  | - the subdirectory _MBDyn_ contains the model of the cantilever. The model uses the _gravity_ force to define how the structure is loaded | 
|  |  | - the subdirectory _dummy_ contains the dummy solver which sends 0 forces and reads the displacements. | 
|  |  | - TODO: _static_ vs _dynamic_ | 
|  |  | - TODO: how to run | 
|  |  | - CSM-1 and 2 are considered _static_ and CSM-3 _dynamic_, in the paper. CSM-1 and 2 are simulated with a high _structural damping_ and the final tip displacement is read as static deformation. CSM-3 used a very low _damping_ so that if is possible to estimate the frequency | 
|  |  | - __how to run__: | 
|  |  | - open 2 shells | 
|  |  | - in one go to _current-case_/MBDyn and type `mbdyn-esm-adapter -f ../copnfig.json` | 
|  |  | - in the other go to _current-case_/dummy and give `./runFluid`, which calls python3 and the dummy solver, which simply reads the displacements at the interface | 
|  |  | - The script `./Allclean` cleans the case | 
|  |  | - TODO: analysis of the results | 
|  |  | - Some analyses of the results are contained in the directory _results_ a _jupyter-notebook_ reads some data from previous simulations | 
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|  |  | ### FSI | 
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