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FAQ 005156 | Load transfer surface RWIND
Since wind on laterally open structures is not addressed in the Eurocode, the 4 cases of the German DIN 1055 Part 4 are referenced.
- 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
- Is it possible to use load transfer surfaces in RFEM 6 for the wind load generation using RWIND?
- Where can I adjust the settings of my wind simulation in RFEM 6 / RSTAB 9?
- Can I also use RWIND 2 with RFEM 5/RSTAB 8?
- How can I open RWIND using the load wizard in RFEM and RSTAB?
- How do I apply wind load on members of open structures?
- What is the meaning of the difference in the checksum of drag forces?
- Is it possible to export RWIND Simulation results into a GIS software or any other external program?
- I saw somewhere that it is possible to set the ground level for a model in RWIND (for example, for a model with a basement). Unfortunately, I cannot find where to set this.
- Is it possible to keep the results from RWIND Simulation when deleting the FE mesh if I only adjust materials or support conditions?
- How is the entry of the turbulence intensity related to the profile of the turbulence intensity in the RWIND Simulation program?