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Dear silvia： I am again I use a zeroLengthSection element of Elastic-No Tension Material between filler wall elements and NonLinear Beam-Column Elements. Does it matter a lot if I give a huge value to $E in the command:"uniaxialMaterial ENT $matTag $E" or a little one? expecting your help!...

dear silvia:
if I want build a model with four degrees of freedom,and they are wanted to be x z ry rz, how could that happen?
thank you very much!

Dear Silvia:
I'd like to show great honor to you for your great contribution to earthquake engineering ! Whenever I get a problem and whatever it is, I will always get key help from you!
From a student in China

I'm in trouble with the same problem!
Feel so depressed
looking forward to great reply!