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KB 001657 | Steady-State Solution for Periodically Excited Structures
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By means of the modal analysis in the DYNAM Pro - Forced Vibrations add-on module it is possible to determine the steady-state for periodically excited structures. This is an advantage if only the structure's steady state is of interest. Instead of the complete solution of the equation of motion, only the special solution is displayed.
Keywords
Dlubal Knowledge Base RSTAB Dynamics Dynamic analysis Harmonic load Steady-state solution Dlubal KB Knowledge Base Technical Contribution
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Knowledge Base Articles

Steady-State Solution for Periodically Excited Structures
By means of the modal analysis in the DYNAM Pro - Forced Vibrations add-on module it is possible to determine the steady-state for periodically excited structures.
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Product Features Articles

Considering the Stiffness of Gas Solids in Nonlinear Time History Analysis
The stiffness of gas given by the ideal gas law pV = nRT can be considered in the nonlinear dynamic analysis.
The calculation of gas is available for accelerograms and time diagrams for both the explicit analysis and the nonlinear implicit Newmark analysis. To determine the gas behaviour correctly, at least two FE layers for gas solids should be defined.
Frequently Asked Questions (FAQ)
- I would like to design an aluminum or lightweight structure. Is it possible to use RFEM or RSTAB for this?
- 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?
- 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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- After calculating the add -on module RF-/DYNAM Pro - Equivalent Loads, the size of my file has increased significantly. The performance has deteriorated enormously. What could be the reason for this?
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- How do you distinguish between the response spectra with equivalent loads and the response spectra without equivalent loads in RFEM and RSTAB?
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