Search found 19 matches

by punitbarwani
Wed Aug 07, 2013 1:38 am
Forum: Useful Scripts.
Topic: Applying Accel Time Histories in Multi-Support Excitation
Replies: 6
Views: 8443

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...
by punitbarwani
Wed Aug 07, 2013 1:31 am
Forum: Useful Scripts.
Topic: Applying Accel Time Histories in Multi-Support Excitation
Replies: 6
Views: 8443

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...
by punitbarwani
Wed Aug 07, 2013 12:42 am
Forum: OpenSees.exe Users
Topic: IDA with inelastic fiber elements
Replies: 2
Views: 1414

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...
by punitbarwani
Wed Aug 07, 2013 12:31 am
Forum: OpenSees.exe Users
Topic: Nonlinear elastic material
Replies: 6
Views: 3104

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...
by punitbarwani
Wed Aug 07, 2013 12:29 am
Forum: OpenSees.exe Users
Topic: X-Braced Frame
Replies: 2
Views: 2389

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...
by punitbarwani
Wed Aug 07, 2013 12:26 am
Forum: OpenSees.exe Users
Topic: Time History Analysis
Replies: 25
Views: 7327

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...
by punitbarwani
Wed Aug 07, 2013 12:23 am
Forum: OpenSees.exe Users
Topic: IDA
Replies: 19
Views: 3870

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...
by punitbarwani
Wed Aug 07, 2013 12:20 am
Forum: OpenSees.exe Users
Topic: IDA
Replies: 19
Views: 3870

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...
by punitbarwani
Wed Aug 07, 2013 12:18 am
Forum: OpenSees.exe Users
Topic: Residual drift
Replies: 2
Views: 2492

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...
by punitbarwani
Wed Aug 07, 2013 12:15 am
Forum: OpenSees.exe Users
Topic: IDA analysis
Replies: 7
Views: 2725

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...
by punitbarwani
Wed Aug 07, 2013 12:13 am
Forum: OpenSees.exe Users
Topic: RC frame buildings model
Replies: 3
Views: 1328

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...
by punitbarwani
Wed Aug 07, 2013 12:10 am
Forum: OpenSees.exe Users
Topic: analysis parameters
Replies: 3
Views: 1865

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...
by punitbarwani
Tue Aug 06, 2013 11:57 pm
Forum: OpenSees.exe Users
Topic: RC frame buildings model
Replies: 3
Views: 1328

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 ...
by punitbarwani
Tue Aug 06, 2013 11:55 pm
Forum: OpenSees.exe Users
Topic: IDA run
Replies: 2
Views: 732

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 ...
by punitbarwani
Tue Aug 06, 2013 11:50 pm
Forum: OpenSees.exe Users
Topic: error in time history analysis
Replies: 3
Views: 1074

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 ...