Shanghai World Financial Center
Model to Download
-
01
Shanghai World Financial Center | Animation of Transient Incompressible Turbulent Wind Flow Shown in Vertical Slicer Plane
-
01
Audi R8 | Animation of Transient Incompressible Turbulent Wind Flow Shown in Vertical Slicer Plane
-
01
Tensile Membrane Structure | Animation of Transient Incompressible Turbulent Wind Flow Shown in Vertical Slicer Plane
-
01
"The Pearl", Skyscraper | Animation of Transient Incompressible Turbulent Wind Flow Shown in Vertical Slicer Plane
-
01
Flatiron Building | Animation of Transient Incompressible Turbulent Wind Flow Shown in Vertical Slicer Plane
-
01
Solomon R. Guggenheim Museum | Animation of Transient Incompressible Turbulent Wind Flow Shown in Horizontal Slicer Plane
-
01
Willis Tower | Animation of Transient Incompressible Turbulent Wind Flow Shown in Horizontal Slicer Plane
-
01
Al Hamra Tower | Animation of Transient Incompressible Turbulent Wind Flow Shown in Vertical Slicer Plane
-
01
Flatiron Building | Animation of Transient Incompressible Turbulent Wind Flow Shown in Two Horizontal Slicer Planes
-
01
Bitexco Financial Tower | Animation of Transient Incompressible Turbulent Wind Flow Shown in Vertical Slicer Plane
-
01
Bitexco Financial Tower | Animation of Transient Incompressible Turbulent Wind Flow Shown in Three Horizontal Slicer Planes
-
01
The Eiffel Tower | Animation of Transient Incompressible Turbulent Wind Flow Shown in Horizontal Slicer Plane
-
01
1st Avenue Stewart | Animation of Transient Incompressible Turbulent Wind Flow Shown in Horizontal Slicer Plane
-
01
Shanghai World Financial Center | Animation of Transient Incompressible Turbulent Wind Flow Shown in Two Horizontal Slicer Planes
Description
Shanghai World Financial Center | Animation of Transient Incompressible Turbulent Wind Flow Shown in Vertical Slicer Plane
Keywords
Tower High-rise Building Wind Simulation Architecture Flow Transient
Write Comment...
Write Comment...
Disclaimer

New
Modal Analysis in RFEM 6 Using a Practical Example
Modal analysis is the starting point for the dynamic analysis of structural systems. This article shows you a summary of how to perform a modal analysis in RFEM 6.

New
Concrete Design | Definition of Effective Slab Widths of T-beams by Segment
Within a member, you can define the integration width and effective slab width of T-beams (ribs) with different widths. The member is divided into segments. The transition between the different flange widths can be either graded or specified as linearly variable. For the reinforced concrete design of the rib, the defined surface reinforcement can be considered as a flange reinforcement.-
The limit stress is activated, but my stress ratio is “non-designable” in the Stress-Strain Analysis add-on. What could be the reason?
- In RFEM 6, is it possible to display a graphic with the distribution of the required reinforcement in the DIN A0 format?
- How do I define a member as a cantilever and not as supported at both ends for serviceability or deflection design?
- Where can I find the graphical results of punching shear in the concrete design? Especially the distribution of shear forces at the critical perimeter or the punching loads.
- Is it possible to display the reinforcement description in RFEM 6?
-
I would like to export nodal support forces of several load cases, load combinations and result combinations into an Excel spreadsheet in RFEM 6. How should I proceed?
- Where can find the option to hide the defined types (for example, design supports or effective lengths)?
- How do I create a user-defined Design Situation with my own chosen load combinations?
- Can the RFEM 6 Concrete Design add-on automatically design member and surface reinforcement?
- Can I define a different bar size in the RFEM 6 Concrete Design add-on other than the default bar sizes available in the drop-down?
- In RFEM 6, is it possible to display a graphic with the distribution of the required reinforcement in the DIN A0 format?