Skyscraper
Model to Download
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Skyscraper | Animation of Transient Incompressible Turbulent Wind Flow Shown in Three Horizontal Slicer Planes
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Rock and Roll Hall of Fame | Animation of Transient Incompressible Turbulent Wind Flow Shown in Horizontal and Vertical Slicer Planes
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Concrete Building | Animation of Transient Incompressible Turbulent Wind Flow Shown in Horizontal Slicer Plane
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Rock and Roll Hall of Fame | Animation of Transient Incompressible Turbulent Wind Flow Shown in Horizontal Slicer Plane
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Solomon R. Guggenheim Museum | Animation of Transient Incompressible Turbulent Wind Flow Shown in Vertical Slicer Plane
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Willis Tower | Animation of Transient Incompressible Turbulent Wind Flow Shown in Horizontal Slicer Plane
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Arch de Triomphe, Paris | Animation of Transient Incompressible Turbulent Wind Flow Shown in Vertical Slicer Plane
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Bitexco Financial Tower | Animation of Transient Incompressible Turbulent Wind Flow Shown in Horizontal Slicer Plane
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Shanghai World Financial Center | Animation of Transient Incompressible Turbulent Wind Flow Shown in Three Horizontal Slicer Planes
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Wilshire Grand Center | Animation of Transient Incompressible Turbulent Wind Flow Shown in Vertical Slicer Plane
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Bank of China Tower | Animation of Transient Incompressible Turbulent Wind Flow Shown in Vertical Slicer Plane
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Arc de Triomphe, Paris | Animation of Transient Incompressible Turbulent Wind Flow Shown in Vertical Slicer Plane
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Arch de Triomphe, Paris | Animation of Transient Incompressible Turbulent Wind Flow Shown in Horizontal Slicer Plane
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Shanghai World Financial Center | Animation of Transient Incompressible Turbulent Wind Flow Shown in Two Horizontal Slicer Planes
Description
Transient Incompressible Turbulent Wind Flow with software RWIND 2
Keywords
Building Wind Simulation Architecture Flow Transient Skyscraper Tower
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![[DE] CP 001189 | Look-out Tower in Schömberg](/-/media/Images/netgenium/thumbnails/2/9/6/5/0/2965002/2965002.png?la=en&mw=348&mlid=62B05CD6235E41289EA19C2D3FD285E3&hash=A996237267508581E081D67AC7D56DAF046A677A)
![[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)
New
Saving Models as Blocks in RFEM 6
In RFEM 6 it is possible to save selected objects, as well as whole structures, as blocks and reuse them in other models. Three types of blocks can be distinguished: non-parameterized, parameterized, and dynamic blocks (via JavaScript). This article will focus on the first block type (non-parameterized).
Members of triangular and quadrilateral lattice towers are allocated automatically provided that the lattice tower has been generated in the RF-/TOWER Structure and RF-/TOWER Equipment add-on modules.
However, it is also possible to allocate the members manually. In RF-/TOWER Design, you can use the effective lengths of truss members generated in the RF-/TOWER Effective Lengths add-on module. A manual input is also possible.
According to EN 1993-3-1 and EN 50341 standards, you can specify various bracing cases and support types for members of legs and bracing.
- How do I apply wind load on members of open structures?
- Is it also possible to use RF‑/TOWER Loading without the other TOWER add-on modules?
- When calculating a cable using the STEEL EC3 add‑on module, there is the error message "Incorrect characteristic stresses for material No. 1! Please correct this in Table 1.2."
- How can I create a drilled beam in RFEM?
- In connection with a calculation according to the large deformation analysis, I get significantly smaller deformations than for a calculation according to the linear static or second-order analysis. How is this possible?
- Which formula is used in the RF‑/TOWER Loading add-on module to calculate the first natural frequency for the determination of the structure coefficient?
- Is it possible to control the beam steering of an antenna in RF‑/TOWER Design?
- How can I control the wind load distribution on tower sides in the RF‑/TOWER Loading add-on module?
- Is it possible to use Dlubal Software for the calculation and design of 5G transmission masts, antenna masts, or towers?
- How is it possible to consider the real cross-section geometry of member elements in RWIND Simulation?
![Visualisation of Solar Power Plant (© Cockerill Maintenance & Ingenierie s.a. [CMI])](/-/media/Images/website/img/010001-020000/012501-012600/012579.jpg?la=en&mw=250&mlid=BFD0DE6B56DC4118B639F17C6C5425DF&hash=0E501D07CA78B7789F361EBC1318CED2CFEF68ED)
