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Question
RF‑/DYNAM Pro - Forced Vibrations and RF‑/DYNAM Pro - Equivalent Loads perform the multi-modal response spectrum analysis. What are the differences?
Question
What is the meaning of the superposition according to the CQC rule in a dynamic analysis??
Results for RF-/DYNAM Pro Add-on Modules
There are two different add-on modules for a response spectrum analysis in RF‑/DYNAM Pro. What can be the reasons for the different results of both add-on modules?
Question
How can I display the results of the RF‑/DYNAM Pro add-on module in the printout report?
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Rayleigh damping is available in RF‑/DYNAM Pro. How do I determine and use these factors?
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Two solving methods for a linear time history analysis are available in the RF‑/DYNAM Pro add-on module. What is the difference between them?
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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?
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I have used the RF‑/DYNAM Pro add-on module to generate the governing result combinations of seismic loads. What is the next procedure to perform the design of the individual structural components?
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Why can I only calculate seismic loads in one direction when using RF‑/DYNAM Pro?
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During the check in RF‑/DYNAM Pro, I get the message "No natural vibration case or dynamic load case has been selected for the calculation". Why?
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How can I enter or read out a response spectrum via the COM interface in DYNAM Pro?
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Which time step should I select for calculation of the time history analysis in the RF‑/DYNAM Pro add‑on module?
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After running a time history analysis, I am not able to see all results on surfaces. Is there a possibility to show them?
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Is it possible to perform a dynamic analysis of the initial deflection of a structural component in RFEM or RSTAB?
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Is it possible to consider the static zero position in a time history analysis?
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How many mode shapes do I need to consider in the dynamic analysis?
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In RF‑/DYNAM Pro, I get the error No. 1759: "The Microsoft Excel Worksheet 'Acceleration Data' was not found." What could be the reason?
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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?
Question
How can I consider the second-order analysis for seismic design?
Question
Is there any option to display the stresses for a solid model after a dynamic time history analysis?
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How can I consider prestressed cables in RF‑/DYNAM Pro?
Question
Is it possible to perform a seismic analysis with the masonry material model?
Question
What is the meaning of the superposition according to the SRSS rule in a dynamic analysis?
- 002913
- RF-DYNAM Pro | Natural Vibrations 5
- RF-DYNAM Pro | Equivalent Loads 5
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- RF-DYNAM Pro | Forced Vibrations 5
- RF-DYNAM Pro | Nonlinear Time History 5
- DYNAM Pro | Natural Vibrations 8
- DYNAM Pro | Equivalent Loads 8
- DYNAM Pro | Nonlinear Time History 8
- Concrete Structures
- Steel Structures
- Timber Structures
- Mechanical Engineering
- Process Manufacturing Plants
- Bridges
- Dynamic and Seismic Analysis
- Nonlinear Dynamics