The OpenSees Community

Dear vesna,

i would be thankfull if you could send "BuildingTcl 1.9" to me. My mail is civilshani@yahoo.com

Thank you very much

hi :) :) My thesis is about the nonlinear dynamic analysis of steel plate shear walls with the moment resisting special frame. the structure is in the high seismicity area.considering that in modeling with the strip model. for strip model elements I want: my Request is: $s1p $e1p $s2p $e2p <$s3p $e3...

Hi :) My thesis is about the nonlinear dynamic analysis of steel plate shear walls with the moment resisting special frame. the structure is in the high seismicity area.considering that in modeling with the strip model, all the joints are modeled as moment resistant, i want to know if it is possible...

Hi :) My thesis is about the nonlinear dynamic analysis of steel plate shear walls with the moment resisting special frame. the structure is in the high seismicity area.considering that in modeling with the strip model, all the joints are modeled as moment resistant, i want to know if it is possible...