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dear OpenSees Group As I have mentioned, recently a new element "element ModElasticBeam2d " has been added to OpenSees framework. However, in the explanation of this element, it is noted that this element is for modeling an elastic one with two springs at the ends. The question is: How should this e...

Thank you dear fmk. By adding the "remove recorders" command before the aforementioned line reading command, the problem was solved.

Dear opensees group I dont know if I can call it a bug! or there are some problems I am not aware of. I had made a post-processing program through opensees 2.1.0 in which every line of a recorder text-file corresponding to a zero length element in dynamic analysis was meant to be read, however when ...

Hi I have encountered a problem in getting a damage recorder for a zero-length element. The recorder i wrote is: recorder ElementDamage 31 -file data/damage1.out -dof 3 -damage 50 But this was written on the screen as a result of the analysis: WARNING recorder ElementDamage: Section keyword not spec...

Hi

I think for accurate modeling of structural response, reliable and comprehensive solution algorithm is required. Thus, as a user I look for a powerful solution algorithm tcl source.

Thank you

Dear all Would you please introduce me some input files including strong convergence solution algorithms other than what is proposed in Example files (either for static nonlinear or dynamic nonlinear analysis)? I have created some models based on concentrated plastic hinge and I expect pushover curv...

Dear all.

Does anyone know if there is any recorder for a JOINT2D element?

TNX