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The compiler I am using is ms Studio 2005. When I tried to debug the solution, I'd got the dialog box which was "Executable for debugging session". I have no idea how I can handle this situation.

Please, let me hear a piece of advice.

Thank you so much

silvia wrote:you need to change the material tag $IDconcU to the steel material tag.

Thank You, Silvia.

Hello! I am wondering how I can get the stress and strain curve of a reinforcement in a certain fiber which consists of a concrete and reinforcements. I could get a stress and strain curve of a concrete at the specific location through the following command. recorder Element -file $dataDir/ele1sec1S...

silvia wrote:please read the manual and put the arguments in the proper order, as specified by the manual (positive values first)

Thanks I got it.

please put into your script the following command and see what you get: puts "$IDconcCoreCFRP $fc1C $eps1C $fc2C $eps2C $fc3C $eps3C $fc1T $eps1T $fc2T $eps2T $fc3T $eps3T 0.001 0.002 0.0 0.0 0" I got the values I put into each terms. These are what I got ---------------------------------...

silvia wrote:sorry, i looked too quickly. you eps3 should not be less than eps2!

I revised my eps3. My eps3 is bigger than eps2. But I have still same error.

Do you have any idea in order to see how the hysteretic material works?

Thank you very much

silvia wrote:you have not defined a unique curve, you need to change some T's into C's, right?!!

I don't understand the unique curve that you said.
How can I define the unique curve?

And then, I think that I don't need to change any T's for tension part.

Hello. I am trying to use the hysteretic material. But I got the following 'error' --------------------------------------------------------------------------------- HystereticMaterial::HystereticMaterial -- input backbone is not unique <one-to-one> ---------------------------------------------------...

Hello! I built a simple column which consists of five nonlinearBeamcolumn elements. And then I analyzed the column using push over test to draw shear force at the support and relative displacement at the top. At the first time, as I increased the maximum displacement, the analysis failed to converge...

Hello! I built a cantilever beam with concrete04model. I wanted to see strength degradation on stress and strain curve when the model was under static cyclic loads. But all loops were same. I didn't see any strenght degradation. So if i want to see stregnth degradation, what should I do? Thank you f...