Search found 6 matches
- Sat Sep 23, 2023 3:46 am
- Forum: OpenSees.exe Users
- Topic: Limits in Number of defined Recorders
- Replies: 0
- Views: 75857
Limits in Number of defined Recorders
Hello everyone, I am analyzing a soil-pile and superstructure system under dynamic loads. For this reason, I am recording the many kind of output. The load input files are not being read if the number of recorders were defined above some limit. Therefore to take all the required output, I have to pe...
- Sun Mar 06, 2022 5:12 am
- Forum: OpenSees.exe Users
- Topic: Time passing for Analysis of 3D model
- Replies: 3
- Views: 3325
Re: Time passing for Analysis of 3D model
Thank very much you for your answer and sorry for my delayed reply. I am trying to analyze a soil-pile system. The model consists of SSPbrick elements for soil domain and elasticBeamColumn elements for the pile. I was using "BandSPD" and "RCM" commands for system and numberer def...
- Thu Feb 24, 2022 1:06 am
- Forum: OpenSees.exe Users
- Topic: Time passing for Analysis of 3D model
- Replies: 3
- Views: 3325
Time passing for Analysis of 3D model
Hello everyone, I have a 3D model with elastic material properties having around 2100 node and 6000 - 7000 degrees of freedom. The time history analysis of this model takes around 50 minutes for a 3-second analysis duration selecting the time step as 0.005 (OpenSees Version: 3.3.0). The computer use...
- Fri Jan 01, 2021 4:18 am
- Forum: OpenSees.exe Users
- Topic: Gauss Point Orientation
- Replies: 1
- Views: 2051
Gauss Point Orientation
Hello everyone,
I need to know the Gauss Point orientation for the simple Quad Element. How are the Gauss points ordered for this element?
Thank you
I need to know the Gauss Point orientation for the simple Quad Element. How are the Gauss points ordered for this element?
Thank you
- Mon Nov 16, 2020 12:56 am
- Forum: OpenSees.exe Users
- Topic: CycLiqCPSP Material
- Replies: 0
- Views: 5722
CycLiqCPSP Material
Hello, I am trying to practice the “CycLiqCPSP” constitutive model for the analysis of a soil-pile model. I have used the material parameters given in the corresponding paper. However, for a gravity analysis of the 2D soil model (without pile) –i.e. more simple case, I have encountered with converge...
- Fri Jan 31, 2020 7:12 am
- Forum: OpenSees.exe Users
- Topic: 15 Node Pyramid Element
- Replies: 0
- Views: 1814
15 Node Pyramid Element
Hello everyone,
I would like to ask whether a 15-Node element exists or not. It does not appear in the element library but has anyone written a 15 node element for Opensees?
Thank you
I would like to ask whether a 15-Node element exists or not. It does not appear in the element library but has anyone written a 15 node element for Opensees?
Thank you