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Can someone tell me where is the flaw in?

Model, a single bar with fiber section is defined

hello,

Can someone help me

Does anyone tcl.code dual concrete system (moment frame-shear wall) has written? Can someone help me on this? Whether such a model on there site? Much I need this model

Thank you in advance

hello why stressStrain recorder output in the following model is a blank file? my model is : ### Single bar under monotonic compression load wipe all ; model basic -ndm 2 -ndf 3; set data1 "stress-strain" ; file mkdir $data1 set D 25.4 ; # Diametere of bar No8 set L 101.6 ; # Lenght of bar...

hi

thank's a lot dear.Ameri for your valuable tips.
I think found my answer! If i simulate my shear wall model with shell element's,this elements automatically distributes stress properly; thus shear lag occurs where it should take place.

well, is this true? Would you agree with this idea?

hello

i want to simulated lap splice in column and shear wall for my thesis,but i don't know how to modeling this part of column or shear wall
can someone help me on this?

Thanks in advance

thanks for your reply prof.

Could you tell me please what the problem might be?

hello everybody! i am modeling a cantilever column ( with I-shaped shear wall section) with fiber section and dispBeamColumn element. when i push my model and see it's deformation; it is observed that the model moves upward instead of lateral moving my model is : wipe wipeAnalysis model BasicBuilder...