The surface model illustrates the determination of wind loads on rectangular building structures by using the wind speed and turbulence intensity specifications. The gust concept is explained and both quasi-static wind loads and peak and mean wind speeds are taken into account. Wind pressure fluctuations and drifts are displayed in detail. This model provides a practical basis for analyzing wind-related effects on building structures.
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Surface Model of Wind Pressure Distribution
| Number of Nodes | 206 |
| Number of Lines | 28 |
| Number of Surfaces | 10 |
| Number of Solids | 1 |
| Number of Load Cases | 1 |
| Total Weight | 70227,650 t |
| Dimensions (Metric) | 21.000 x 14.025 x 30.375 m |
| Dimensions (Imperial) | 68.9 x 46.01 x 99.66 feet |
| Program Version | 5.23.02 |
You can download this structural 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.
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Structures react differently to wind action depending on stiffness, mass, and damping. A basic distinction is made between buildings that are prone to vibration and those that are not.
The building and construction industry is increasingly digitized. Structural engineers, a smaller group in the construction industry, are not always considered to be engineers who follow the latest trends immediately. There is often good reason for this. Many consider this to be the reason that topics such as utilizing the BIM method are not yet the standard in structural engineering. However, the past few years have shown that a process of rethinking has begun, and new digital trends are being picked up and applied.
This article explores the importance of considering joint-structure interaction in modeling and design and how to do it in RFEM 6.
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This article provides a comprehensive overview of essential seismic analysis methods, explaining their principles and applications, as well as the scenarios in which they are most effective
Want to automatically consider steel joint stiffness in your global RFEM model? Utilize the Steel Joints add-on!
Activate joint-structure interaction in the stiffness analysis of your steel joints. Hinges with springs are then automatically generated in the global model and included in subsequent calculations.
In the ultimate configuration of the steel joint design, you have the option to modify the limit plastic strain for welds.
The "Base Plate" component allows you to design base plate connections with cast-in anchors. In this case, plates, welds, anchorages, and steel-concrete interaction are analyzed.
In the "Edit Section" dialog box, you can display the buckling shapes of the Finite Strip Method (FSM) as a 3D graphic.
How do I apply wind load on members of open structures in RFEM 5?
Are the models and presentations from Info Day 2020 freely available, and can you send them to me?
What is the formula used to calculate the ASCE 7 wind velocity profile?
Is the Gust-effect (G or Gf) from the ASCE 7‑16 Sect. 26.11 considered in RWIND Simulation?
How is it possible to consider the real cross-section geometry of member elements in RWIND Simulation?
Is it also possible to simulate an external steel structure in RWIND Simulation?
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