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Hi,
I have a problem with the command: modalProperties in AnalysisStep. When I run the model, I see the following image.
Consulta STKO 1.jpg
Seemingly, there was not any error neither in the modeling nor the analysis, the results are obtained successfully. However, I cannot get the modal analysis ...

Hi!
As I mentioned before, I was working in a model with distribuited plasticity using fibers. In the input data, I defined the
following behaviour for the concrete cover:
concreto 1.PNG
Moreover, while I was analyzing my results in the concrete stress-strain diagrams and saw the following ...

Hi!
I write you in order to ask you why it is possible that a moment curvature diagram of a lumped plasticity model with zero
lenght using the command ModIMKPeakOriented shows a decreasing stretch after yielding even when I defined it as an
incresing after yielding for the beams as you can see in ...

Hi!
As you said, is it possible that there is a stretch in the diagram that could be in tension even when I defined the behaviour just in compression with the command concrete01?. Moreover, Can I send you the file by e-mail?
Thanks

Hi!
I wanted to extract the diagram stress and strain of some fiber, either concrete or steel, in the section of beams or columns in my model. However, I cannot understand how there is a stretch in the diagram of concrete without stress even when I defined suppostely well the consitutive model and ...

Hi!
I am working in a model with distribuited plasticity using fiber section and I defined the constitutive model of the concrete and steel as you can see in the attached photos. acero 1.PNG acero 4.png ca 1.PNG concreto 4.png By the way I was using units in N and mm. However, when I run the ...

Hi, I have the following question: In the webinar about distributed plasticity in RC frames, when wanted to choose the material properties in the column fiber, there was no material for the concrete core because supposedly you could obtain the unconfined and confined section, but I did not really ...

Now, everything is right. Thanks a lot

Hi, I have the same problem (appears the same error message ) and tried to install the software again, but did not succeed. Hence, if necessary, the code in the System Info is 2B4AE8D8EDA8BE80B89AE464A438214058A23BC083D067B0.
Thanks in advance

Good evening, I have a problem with the mentioned command because the elasticity is defined as the tangent of the curve stress-strain for an uniaxial material, whose value would be similar to the modulus of elasticity. However, when I define the command Elastic Section, does the modulus of ...