Search found 19 matches
- Wed Aug 07, 2013 1:38 am
- Forum: Useful Scripts.
- Topic: Applying Accel Time Histories in Multi-Support Excitation
- Replies: 6
- Views: 12776
Comparision Of Opensees And IDARC
# -------------------------------------------------------------------------------------------------- # Example4. 2D Portal Frame-- Dynamic EQ input analysis # # execute this file after you have built the model, and after you apply gravity # # Uniform Earthquake ground motion (uniform acceleration in...
- Wed Aug 07, 2013 1:31 am
- Forum: Useful Scripts.
- Topic: Applying Accel Time Histories in Multi-Support Excitation
- Replies: 6
- Views: 12776
Re: Applying Accel Time Histories in Multi-Support Excitatio
# -------------------------------------------------------------------------------------------------- # Example4. 2D Portal Frame-- Dynamic EQ input analysis # # execute this file after you have built the model, and after you apply gravity # # Uniform Earthquake ground motion (uniform acceleration in...
- Wed Aug 07, 2013 12:42 am
- Forum: OpenSees.exe Users
- Topic: IDA with inelastic fiber elements
- Replies: 2
- Views: 3234
Re: IDA with inelastic fiber elements
# -------------------------------------------------------------------------------------------------- # Example4. 2D Portal Frame-- Dynamic EQ input analysis # # execute this file after you have built the model, and after you apply gravity # # Uniform Earthquake ground motion (uniform acceleration in...
- Wed Aug 07, 2013 12:31 am
- Forum: OpenSees.exe Users
- Topic: Nonlinear elastic material
- Replies: 6
- Views: 6282
Re: Nonlinear elastic material
# -------------------------------------------------------------------------------------------------- # Example4. 2D Portal Frame-- Dynamic EQ input analysis # # execute this file after you have built the model, and after you apply gravity # # Uniform Earthquake ground motion (uniform acceleration in...
- Wed Aug 07, 2013 12:29 am
- Forum: OpenSees.exe Users
- Topic: X-Braced Frame
- Replies: 2
- Views: 4243
Comparision Of Opensees And IDARC
# -------------------------------------------------------------------------------------------------- # Example4. 2D Portal Frame-- Dynamic EQ input analysis # # execute this file after you have built the model, and after you apply gravity # # Uniform Earthquake ground motion (uniform acceleration in...
- Wed Aug 07, 2013 12:26 am
- Forum: OpenSees.exe Users
- Topic: Time History Analysis
- Replies: 25
- Views: 14395
Comparision Of Opensees And IDARC
# -------------------------------------------------------------------------------------------------- # Example4. 2D Portal Frame-- Dynamic EQ input analysis # # execute this file after you have built the model, and after you apply gravity # # Uniform Earthquake ground motion (uniform acceleration in...
- Wed Aug 07, 2013 12:23 am
- Forum: OpenSees.exe Users
- Topic: IDA
- Replies: 19
- Views: 10887
Comparision Of Opensees And IDARC
# -------------------------------------------------------------------------------------------------- # Example4. 2D Portal Frame-- Dynamic EQ input analysis # # execute this file after you have built the model, and after you apply gravity # # Uniform Earthquake ground motion (uniform acceleration in...
- Wed Aug 07, 2013 12:20 am
- Forum: OpenSees.exe Users
- Topic: IDA
- Replies: 19
- Views: 10887
Re: IDA
# -------------------------------------------------------------------------------------------------- # Example4. 2D Portal Frame-- Dynamic EQ input analysis # # execute this file after you have built the model, and after you apply gravity # # Uniform Earthquake ground motion (uniform acceleration in...
- Wed Aug 07, 2013 12:18 am
- Forum: OpenSees.exe Users
- Topic: Residual drift
- Replies: 2
- Views: 4360
Comparision Of Opensees And IDARC
# -------------------------------------------------------------------------------------------------- # Example4. 2D Portal Frame-- Dynamic EQ input analysis # # execute this file after you have built the model, and after you apply gravity # # Uniform Earthquake ground motion (uniform acceleration in...
- Wed Aug 07, 2013 12:15 am
- Forum: OpenSees.exe Users
- Topic: IDA analysis
- Replies: 7
- Views: 6586
Comparision Of Opensees And IDARC
# -------------------------------------------------------------------------------------------------- # Example4. 2D Portal Frame-- Dynamic EQ input analysis # # execute this file after you have built the model, and after you apply gravity # # Uniform Earthquake ground motion (uniform acceleration in...
- Wed Aug 07, 2013 12:13 am
- Forum: OpenSees.exe Users
- Topic: RC frame buildings model
- Replies: 3
- Views: 3653
Comparision Of Opensees And IDARC
# -------------------------------------------------------------------------------------------------- # Example4. 2D Portal Frame-- Dynamic EQ input analysis # # execute this file after you have built the model, and after you apply gravity # # Uniform Earthquake ground motion (uniform acceleration in...
- Wed Aug 07, 2013 12:10 am
- Forum: OpenSees.exe Users
- Topic: analysis parameters
- Replies: 3
- Views: 4251
Comparision Of Opensees And IDARC
# -------------------------------------------------------------------------------------------------- # Example4. 2D Portal Frame-- Dynamic EQ input analysis # # execute this file after you have built the model, and after you apply gravity # # Uniform Earthquake ground motion (uniform acceleration in...
- Tue Aug 06, 2013 11:57 pm
- Forum: OpenSees.exe Users
- Topic: RC frame buildings model
- Replies: 3
- Views: 3653
Comparision Of Opensees And IDARC
can anyone help me to compare drift result of OPENSEES and IDARC of a portal frame, analysis type is dynamic with time history everything in modelling is done but some due to some parameters the results are different My email id is " punits95@hotmail.com " & " coolpunitrocks@gmail.com " plz plz plz ...
- Tue Aug 06, 2013 11:55 pm
- Forum: OpenSees.exe Users
- Topic: IDA run
- Replies: 2
- Views: 2512
Comparision Of Opensees And IDARC
can anyone help me to compare drift result of OPENSEES and IDARC of a portal frame, analysis type is dynamic with time history everything in modelling is done but some due to some parameters the results are different My email id is " punits95@hotmail.com " & " coolpunitrocks@gmail.com " plz plz plz ...
- Tue Aug 06, 2013 11:50 pm
- Forum: OpenSees.exe Users
- Topic: error in time history analysis
- Replies: 3
- Views: 3496
Comparision Of Opensees And IDARC
can anyone help me to compare drift result of OPENSEES and IDARC of a portal frame, analysis type is dynamic with time history everything in modelling is done but some due to some parameters the results are different My email id is " punits95@hotmail.com " & " coolpunitrocks@gmail.com " plz plz plz ...