Wall with an opening
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You can download this structural analysis model to use it for training purposes or for your projects. However, we do not assume any guarantee or liability for the accuracy or completeness of the model.
![[DE] Wind simulation using RWIND Simulation and transfer of wind forces to RFEM or RSTAB](/-/media/Images/netgenium/thumbnails/2/9/6/7/3/2967318/2967318.png?la=en&mw=348&mlid=0BCDF085EC5445CA91D502A0D57CA671&hash=705F94EA2B2D0F103C6E3777CE9F2AF48D93B38D)
Structures react differently to wind action depending on stiffness, mass, and damping.
New
RWIND 2 | Features of RWIND Pro
- Calculation of transient incompressible turbulent wind flow with the BlueDyMSolver solver
- LES SpalartAllmarasDDES turbulence model
- Consideration of stationary solution as initial state for transient calculation
- Automatic determination of analysis period and time steps
- Use of intermediate results during the calculation
- Organized display of time-varying results via time step units
- Diagram of drag force and point probe results over analysis time
- Display of line probe results for any time steps in a diagram
- Can I also use RWIND 2 with RFEM 5/RSTAB 8?
- How do I apply wind load on members of open structures?
- Is it possible to keep the results from RWIND Simulation when deleting the FE mesh if I only adjust materials or support conditions?
- I have defined a wind profile for RWIND Simulation up to a height of 100 m. Is the wind profile dependent on the size of the wind tunnel?
- Which Dlubal Software programs are required to calculate membrane and tensile structures?
- How can I import an IFC model into the RWIND Simulation environment?
- I would like to analyze cable and tensile structures. Is it possible to use RFEM or RSTAB for this?
- Why is the surface pressure distribution in RFEM different from the corresponding surface pressure distribution in RWIND Simulation?
- Are the models and presentations from Info Day 2020 freely available, and can you send them to me?
- I would like to determine the resulting wind load for a building by floor. What is the easiest way to do this?
