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yes,but Unfortunately i cant find figures!

hi everybody what is reference article to obtain p-y curve in this below page?"exactly includes figures for zb data. # obtain loading-type coefficient A for given depth-to-diameter ratio zb # ---> values are obtained from a figure and are therefore approximate set zb(1) 0 set zb(2) 0.1250 set z...

hi everybody
what are different between these while they give me similar answer!!!!
1. recorder Node -file ddm29k1.out -time -node 29 -dof 1 "sensitivity 13"
2. recorder Node -file ddm29k1.out -time -node 29 -dof 1
tnx a lot

Hi to all
Is there any order for using horizontal,vertical,bending,torsion spring for soil modeling in opensees?
tnx

why the pages of soil modelling is locekd?

Hi every1
what are these exactly called that come after "MultiYieldSurfaceClay" phrase ?
nDMaterial MultiYieldSurfaceClay 1 2
??
tnx

I wanna model a soil with liquefaction.Is any person work on this subject?

tnx my friend.
i wish best for you.

tnx hnaderi but when i wrote your codes in opensees.exe &Tcleditor i face to problem! when i wrote in opensees.exe it showed me outputs (node2.out node3.out) but both of them were blank!! and when i wrote in Tcleditor and ran it showed me in the blackpage something like this"couldnt read fi...

very simple I use win7,64 bit & ActiveTcl8.5.14 (26.18MB) +Opensees.exe (14.7MB) first u need install ActiveTcl in C:\Program Files\Tcl direction then u must copy Opensees.exe file to this direction C:\Program Files\Tcl\bin finish enjoy it!! :) u can download two files from this address: http://...

hi body,i wanna model a simple cantilever beam under lateral load,i do it but it is out of work and i dont know why.pls help me.tnx :) model BasicBuilder -ndm 2 ndf 2; node 1 0 0 node 2 0 5 node 3 0 10 fix 1 1 1 fix 2 0 0 fix 3 0 0 element elasticBeamCoulumn 1 0 5 3600 4227 1080000 element elasticBe...