Lu Wang

> Hi all, > > I'm getting the following error after compiling this PR, > > "HydroDyn_Init:Morison_Init:Morison_CalcOutput:An initially fully submerged member cannot pierce the free surface. This has happend for...

Hi @Sam-Ramsahoye I took a quick look at version 3.2, and I think the issue is not with `WaveMod = 6` itself. It looks like the wave kinematics are read...

> @luwang00 Thanks very much again for your work developing the wave stretching functionality. > > I know this is still WIP but I've noticed that buoyant loads aren't a...

@Sam-Ramsahoye OpenFAST does not compute the buoyancy load using displaced volume. Instead, the hydrostatic load (a more accurate term than buoyancy in this case) is obtained by integrating the constant...

@Sam-Ramsahoye I've attached below an example wave-component input file for `WaveMod`=7. To run it with SeaState, set the following in the `WAVES` section of the SeaState input file: 1. `WaveMod`...

Hi @jjonkman, @RBergua and I have investigated this a little bit more. More specifically, we are looking into why the Guyan modes for a floating structure including pre-tensioned cables can...

@andrew-platt I updated the MoorDyn and HydroDyn c-binding by replacing the calls to SmllRotTrans with EulerConstructZYX. I hope this is all we needed to do. It is the user's responsibility...