TAGGED: ansys-aqwa
-
-
February 22, 2024 at 7:32 am
-
February 23, 2024 at 2:52 pm
Shuangxing Du
Ansys EmployeeYou should open the Hydrodynamic Diffraction analysis restart file in Ags, which normally has a name of (your project)\dp0\AQW\AQW\AQ\Analysis\ANALYSIS.RES
-
February 24, 2024 at 3:37 am
guangyi xie
Subscriberi know that it can get the diffraction anlysis's answer. But i want the time response wave cureve to get the wave height change and get the wave transition coefficient. Do you have any advice on this?
-
February 26, 2024 at 9:15 am
Shuangxing Du
Ansys EmployeeI am sorry that the disturbed wave elevation function in time domain is under development. However you can have the time domain hydrodyanmic pressure over the hull surface panels by running Hydrodynamic Response with Analysis Type of Irregular Wave Response or Regular Wave Response, Time Response Preesure Ouput - Output for Structure (select a structure).
-
- The topic ‘ERROR WITH AQWA GS: wave contour can not be drawn’ is closed to new replies.
- How do I get my hands on Ansys Rocky DEM
- Non-Intersected faces found for matching interface periodic-walls
- Unburnt Hydrocarbons contour in ANSYS FORTE for sector mesh
- Help: About the expression of turbulent viscosity in Realizable k-e model
- Script Error
- Mass Conservation Issue in Methane Pyrolysis Shock Tube Simulation
- Facing trouble regarding setting up boundary conditions for SOEC Modeling
- convergence issue for transonic flow
- Running ANSYS Fluent on a HPC Cluster
- Point exception in erosion calculation
-
1937
-
839
-
599
-
591
-
366
© 2025 Copyright ANSYS, Inc. All rights reserved.