Resp command ansys. Three types of input excitation spectrum are supported: displacement, veloci...
Resp command ansys. Three types of input excitation spectrum are supported: displacement, velocity, and acceleration. The RESP command generates a displacement, velocity, or acceleration response spectrum from a given displacement or acceleration time-history. A screenshot is shown below right) Using APDL Commands Objects in Postprocessing to Extract Data and Create Output Parameters Ansys Mechanical Workbench supports Response Spectrum Analysis. Response spectrum is a mode superposition linear analysis that uses the results of a modal analysis with a known spectrum to calculate displacements and stresses in the model. RESUME - Resumes the database from the database file. The integration time step (argument DTIME on the RESP command) and the damping coefficient (argument dampRatio) are constant over the frequency range. Enhancements to the RESP command allow you to generate the response spectrum from an acceleration input, and to determine the pseudo-velocity and pseudo-acceleration response spectrum. Apr 6, 2023 · Mike Rife Ansys Employee Hi YJ That RESP command is an Mechanical APDL command. This is illustrated in Figure 17. And in the spirit of this blog, we’re providing this solution to users of ANSYS as well (for more, search for ‘RESP’ in the documentation. Terms and Conditions Legal Notices Privacy Policy Send Feedback The RESP command generates a displacement, velocity, or acceleration response spectrum from a given displacement or acceleration time-history. RESP - Generates a response spectrum. Get help from Ansys experts and peers through the Ansys Learning Forum. Spectrum Analysis The damping proportional to the mass (ALPHAD) is now supported in spectrum and power spectral density (PSD) analyses. Either single-point or multi-point response spectrum analysis can be performed. Time Step Size The time step size (Δt) is selected in the following way. Search for answers to common questions, browse discussion categories or ask your own question. 3. The integration time step (argument DTIME on the RESP command) and the damping coefficient (argument dampRatio) are constant over the frequency range. . The number of calculations done per response spectrum curve is the product of the number of input solution points (TMAX - TMIN)/ DTIME and the number of frequency points (frequencies located in Sep 16, 2020 · Ansys Employee In the input below the POST26 RESP command is used to compute the shock response spectrum for a 20g triangular acceleration of 10 milli-sec duration. The time-history includes time after the shock load for the lower frequencies to reach their peak displacement value. Mechanical APDL Command Reference - Customer Portal - Ansys Previous page Next page 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 2025 - ANSYS, Inc. 10. RESVEC - Calculates or includes residual vectors or residual responses RESWRITE - Appends results data from the database to a results file. A Response Spectrum analysis must follow a Modal analysis that extracts the natural frequencies and mode shape. The number of calculations done per response spectrum curve is the product of the number of input solution points (TMAX - TMIN)/ DTIME and the number of frequency points (frequencies located in Comprehensive reference guide for Mechanical APDL commands, providing detailed information and usage instructions for various commands in ANSYS software. 1. The number of calculations done per response spectrum curve is the product of the number of input solution points ( TMAX - TMIN )/ DTIME and the number of frequency points (frequencies located Perhaps less widely known today is the fact that ANSYS offers its own functionality for generating shock spectra This is an APDL command called ‘RESP’. 11 The integration time step (argument DTIME on the RESP command) and the damping coefficient (argument dampRatio) are constant over the frequency range. All rights reserved. The input assumes that a modal analysis has been done and Given a motion as output from a transient dynamic analysis, POST26 generates a response spectrum in terms of displacement, velocity, or acceleration. The response spectrum can then be specified in a single-point or multiple point spectrum analysis (ANTYPE,SPECTR with SPOPT,SRSS or MPRS) to calculate the overall response of a structure. You can look up that command in the Ansys MAPDL Help - there is an example on using it though it assumes that a time transient analysis has been done and uses the displacement time history of a node as the input. The mode coefficients are calculated by the program from the modal analysis participation factors and However, unlike a random vibration analysis, responses from a response spectrum analysis are deterministic maxima. 6. REXPORT - Exports displacements from an implicit run to ANSYS LS 3. It is not a WB Mechanical function/feature. *RETURN - Returns input stream to a higher level. Depending on the results requested in Analysis Settings for a Response Spectrum solution, velocity and acceleration results can be obtained, in addition to Get help from Ansys experts and peers through the Ansys Learning Forum. The number of calculations done per response spectrum curve is the product of the number of input solution points (TMAX - TMIN)/ DTIME and the number of frequency points (frequencies located in 17. This analysis is configured in the Mechanical application, which uses either the Ansys solver to compute the solution. If data is from a full transient analysis (ANTYPE,TRANS with TRNOPT,FULL): Δt = input time step size (input as DTIME on RESP command) or if no input is provided: Feb 28, 2026 · The integration time step (argument DTIME on the resp command) and the damping coefficient (argument dampRatio ) are constant over the frequency range. A response spectrum is generated by imposing the motion of the point of interest on a series of single-mass oscillators over a period of time and calculating the maximum displacement, velocity, or acceleration. kspkbfnquadscxdfdoxkqcyvvxnehwkhxflltbnifljadjymkmgpquf