Search found 6 matches

by Manya
Tue Feb 16, 2016 5:56 pm
Forum: OpenSees.exe Users
Topic: Moment curvature analysis of composite beam
Replies: 2
Views: 2684

Moment curvature analysis of composite beam

I have modeled my composite beam with steel w-section and concrete slab separately i.e by giving two different section properties.(secTag1 and secTag2).Is there anyway I can do Moment curvature analysis of entire composite beam.As far I understood moment curvature can be done for individual sections...
by Manya
Fri Feb 12, 2016 7:37 am
Forum: OpenSees.exe Users
Topic: returned -3 error flag
Replies: 4
Views: 3648

Re: returned -3 error flag

Okay.So for recording the moment in a section do I have to do the moment-curvature analysis??
or is there anyway I can record the moment at the top of the section?
by Manya
Thu Feb 11, 2016 12:14 pm
Forum: OpenSees.exe Users
Topic: returned -3 error flag
Replies: 4
Views: 3648

Re: returned -3 error flag

Thank you for your prompt reply. I have one more question,how can I record the moment in a specific fiber of a section element? like,recorder Element -file Element1.out -time -ele 1 section 1 fiber 0.10 0.10 stressStrain is given to find the stress strain at specific fiber of the section.But that op...
by Manya
Tue Jan 26, 2016 5:08 am
Forum: OpenSees.exe Users
Topic: Zerolength element force recorder
Replies: 2
Views: 2868

Re: Zerolength element force recorder

Thankyou for Prompt reply.
But when am using those recorders my output file is empty.Can you please let me know why this is happening?
by Manya
Mon Jan 25, 2016 4:19 pm
Forum: OpenSees.exe Users
Topic: Zerolength element force recorder
Replies: 2
Views: 2868

Zerolength element force recorder

Hello!!
I am unable to find the force and deformation recorder for zero-length element.
Can you please help me out!!
Thanks in advance
by Manya
Mon Jan 25, 2016 3:19 pm
Forum: OpenSees.exe Users
Topic: returned -3 error flag
Replies: 4
Views: 3648

returned -3 error flag

Hey! When am trying to analyze my model its returning a -3 error flag as I increase the Analyze increment i.e,Analyze 10 is working fine but Analyse 100 is returning a convergence failure when am doing plain pattern Linear load application.But when am changing it to plain pattern Constant both analy...