- The online training offers you solutions to current questions.
- Receive guidance from experienced Dlubal instructors.
- Gain valuable program insight, increase efficiency, and improve workflows.
- There are no additional costs for travel, accommodation, etc.
RFEM | Structural Dynamics and Seismic Design According to EC 8
Online Training Information
Why An Online Training?
Online group training sessions provide the opportunity to gain expert knowledge and to ensure you’re getting the most out of your Dlubal programs.
Date | Time
Event Language
EnglishContent
Online Basic Training on Seismic Design According to Eurocode 8 Using the FEA Software RFEMIn this training, you will learn the basics of structural dynamics and the most important verification methods for seismic design. Using a practical example, the multi-modal response spectrum method and its implementation in RFEM and the associated add-on modules of the RF-DYNAM Pro series is explained. Open questions can be discussed.
Price
250.00 EUR net, excluding VATTime Schedule
- Standards
- Overview of possible design methods
- Multi-modal response spectrum analysis
- Practical Example 1: Response spectrum analysis
- Dynamic actions on structures
- Practical Example 2: Machine induced vibrations
Additional Information
The online training requires a fast and reliable internet connection. Basic user knowledge in RFEM or RSTAB is also required. The online training is carried out in RFEM and the associated add-on modules.
During the training, each participant can ask questions at any time using the chat option.
Each participant will receive the following after the event:
- Participation certificate
- Training presentation (PDF)
- RFEM model examples
- Training video recording
This allows the participant to go through or understand the training independently step by step by means of the presented models.
To take part in the online training, the participant will receive the login information in due time.
Speakers
Dipl.-Ing. (FH) Stefan Frenzel
Product Engineering & Customer Support
Mr. Frenzel is responsible for the development of products for dynamic analysis. He also provides technical support for customers of Dlubal Software.
Stefan Hoffmann, M.Sc.
Product Engineering & Customer Support
Mr. Hoffmann is responsible for the development of the products for dynamic analysis, membrane structures, and RWIND. Furthermore, he provides technical support for our customers.
Keywords
Online training RFEM Structural dynamics Seismic design Dynamic analysis
Links
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Do you have any questions about a group training course? Contact us via phone, email, chat or forum.
If you are interested in a specific topic not included in a group training, consider an Individual Training.
Individual Training
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Impressed by Program and Presentation
"I have watched the webinar recording "Design of Cross-laminated Timber Panels (CLT) According to Eurocode 5" on YouTube and I am impressed by about the program and the very good presentation.
Dipl.-Ing. Lothar Reichle
18 February 2020
![[ES] CP 001173 | CLT Residential Building in Girona, Spain](/-/media/Images/netgenium/thumbnails/2/9/8/2/8/2982880/2982880.png?la=en&mw=348&mlid=F12742A2C6E544AC85614ED7F32A13D9&hash=BC0CDFF73CFAAC0EAA8F8076B10F5BB5F3E957ED)
Determining Seismic Loads per Story by Means of Nodal Constraints
When introducing and transferring horizontal loads such as wind or seismic loads, increasing difficulties arise in 3D models.
Determining Seismic Loads per Story by Means of Nodal Constraints
Considering Second-Order Theory in Dynamic Analysis
New
Using Nonlinearities in Response Spectrum Analysis in RFEM 6
New
Superposition of Modal Responses in Response Spectrum Analysis Using Equivalent Linear Combination in RFEM 6 / RSTAB 9
- Is it possible to display or export certain results over a period of time from the time history calculation in RF‑DYNAM Pro - Forced Vibrations?
- In RF‑/DYNAM Pro, the "From self-weight of structure" option is available in a mass case. Is it always necessary to activate this option in order to consider the dead load of the structure?
- How do I include the overstrength factor(s) Ωo in the ASCE 7 load combinations?
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