The OpenSees Community

Dears colleagues, I'm working on shear failure about circular section column. Concerning the shear limit in OpenSees manual, i have something confused! In the input of curve, i should input the section b, h, but it's for rectangular section. What should i do to define b, h for circular section? I ap...

Dear colleague,

I confront the same problem. did you find a solution.

Cordially.

Dear colleagues, How can I verify that the time-history analysis in an OpenSees file reads all the values of the accelerogram? knowing that the acceleration series for the ground motion is defined as follows: # syntax: "Series -dt $ timestep_of_record -filePath $ filename_with_acc_history -factor $ ...

Dear colleagues,

what mean perfect bond-based models (model without bond-slip)?

Is it a FE fiber model with a recessed connection at the bottom or a model with lumped plasticity?

I will be very grateful if you can guide me.

Dear colleagues,

For carrying out the Increment Dynamic Analysis (IDA) in OpenSess, have the ground motions been scaled to specific intensity (scale = g = 9.81 m / s2)?
Or they were scaled from the maximum PGA?

I would be very grateful if you could help me in this look.

Dear colleagues,

I'd be glad if anyone can share with me an Excel or MATLAB or other code to generate fragility curves using PSDMs Method!

i am performing IDA and I drew the curve PSDMs, and i should get the fragility curve .

thanks a lot for your help.

Dear colleagues

Can you guide me how to determine Limit states from pushover analysis (Cracking, Yielding, Spalling and Crushing) with OpenSees? !!

I really appreciate your help

Dear moshref

can you send your TCL brace buckling code to my email?
hayatb2011@yahoo.fr

Thank you in advance

Dear colleagues; I drew Force-Displacement Response Envelope (knowing that displacement components for a cantilever column = Slip + Bending + Shear) For this reason, I want to break down this curve; I have no idea how to do it: 1. Force vs displacement due to shearing 2. Bond stress vs slip 3. Force...

Dear Friend Ericson Encina;

Thank you a lot for your reply and your explanation

Dear colleagues,

how to convert a graph from moment-rotation to moment-curvature.

I appreciate your help.

Dear Friends, I performed a cyclic pushover analysis of a cantilever for a vector of displacement-cycle peaks which is as follows: set iDmax "0.06 0.15 0.3 0.75 1 1.5 2 3 5 7"; the analysis is normally performed for a single value of the vector of displacement-cycle peaks But not for the complete ve...

Dear Ericson Encina

Thank you very much my friend for your help. I'm always learning more with you.
Can you send me your Email please.

Hayet.

Hello my colleagues, I modeled a cantilever with bond slip (element zeroLengthSection). and I need to trace moment-curvature. For this reason I used this command (to compute moment-curvature): recorder Node -file $ dataDir / rot3.out -time -node 1 -dof 3 disp; But it seems to me that this commnade g...

Dear Ericson Encina,

Thank you, thank you very much my freind. I learned a lot of things. You are the best.