Arif Hüseyin Ayabakan

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Questions related from Arif Hüseyin Ayabakan

I'm getting an error in the 2D frame analysis step with OpenSeesPy, what could be the problem?

I modeled the 2D frame with OpenSeesPy in a way that the concrete class is variable, there is a distributed load on the beams and horizontal load on only 2 nodes, I analyzed the statics in this...

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BandSPDLinLapackSolver Error in OpenSeesPy?

Hi Everyone, When I apply a horizontal load of 270 N to the upper end of a column with a lower end fixed and upper end free with OpenSeesPy, I want to output the displacements at this end and the...

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