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Frank, I believe I did not replied to your email. I put following values and I was in trouble. I wonder if you have a simple but complete sample as an input file for FRP moment curvature analysis. Please find following lines inputs which I provide in OpenSees Model and I will love to send the comple...

Dear Franck,

here it is

uniaxialMaterial ConfinedConcrete01 1 C -$fcp $Ec -epscu -$e_ccu -varub $L1 $D_h $lz_S $fy $E0 0.03 60 $d_b -wrap $cover $Am $Sw $ful $Es0w;

Yours,
Andre

Dear All, To model a confined concrete with FRP wraps for Lam and Teng Model I used following code but it did not worked very well with indicating program cannot create UniaxialMaterial ConfinedConcrete01. would you please give me some advise. #uniaxialMaterial ConfinedConcrete01 $tag $secType $fpc ...

Dear All,

I wonder what exactly the parameter L means in ConfinedConcrete01 Material. It indicates that it is Length/parameter but if it is length only will make sense, otherwise, I do not have any sense about it.

Andre

http://opensees.berkeley.edu/wiki/index ... 1_Material

vesna wrote: > If you are looking for a shear wall element there is a Flexure-Shear > Interaction Displacement-Based Beam-Column Element specifically developed > for shear walls > (http://opensees.berkeley.edu/wiki/index.php/Flexure-Shear_Interaction_Displacement-Based_Beam-Column_Element). > Check ...

I wonder how can I model shear walls in OpenSees?

I wonder if anyone has conducted moment curvature analysis for FRP retrofitted columns? I wish to have more information regarding the modeling of new confinement models based on ACI440.2R-2008 updates or Lam and Teng Model of confinement by FRP.

Hello All,

I am new to OpenSEES and I am trying to do series of moment curvature analysis for sections. I wonder if there is a short and quick scripts ready to use to minimize time and efforts in this stage by changing just variables and makes it ready to use ASAP.

Yours,
Andre T

Dear Silvia,

I reinstall it and it works now. Thanks

It seems my problem is running OpenSEES now and not running crismson. Just please tell me how should I arrange file and folders to run OpenSEES. I assume I made mistake somewhere in my folders saving process.

I do not know why I have a problem running OpenSEES. As far as I have been told it is possible to run it from Crimson. There is configuration in tools menu but it seems it does not work on my system, I do not know why. (by setting path file, path directory...). In general I can not run the open sees...

Silvia, as far as I understand there are configuration items in tools menu but I do not know how to set those. That will help user to run OpenSees directly from Crimson. Maybe you can help me in this case.

As a new user, I wish to control everything from crimson editor instead of running OpenSEES from its directory all the time. I wonder how can I setting this and run OpenSEES from crimson