Hello,
i modeled a single pile and used static analysis, but i can not run it . can you tell me the problem?
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wipe
model basic -ndm 3 -ndf 6 ;#Unit: N-m and Kg for mass
node 1 0.0 0.0 1.0
node 2 0.0 0.0 0.0
node 3 0.0 0.0 -1.0
node 4 0.0 0.0 -2.0
node 5 0.0 0.0 -3.0
node 6 0.0 0.0 -4.0
node 22 0.0 0.0 0.0
node 33 0.0 0.0 -1.0
node 44 0.0 0.0 -2.0
node 55 0.0 0.0 -3.0
node 66 0.0 0.0 -4.0
fix 22 1 1 1 1 1 1
fix 33 1 1 1 1 1 1
fix 44 1 1 1 1 1 1
fix 55 1 1 1 1 1 1
fix 66 1 1 1 1 1 1
uniaxialMaterial Steel02 1 345e6 210e9 0.021 20 0.925 0.15 0.0005 0.01 0.0005 0.01
uniaxialMaterial PySimple1 100 2 28164.24 0.00922 0.1 202018.966
uniaxialMaterial PySimple1 101 1 279072 0.133 0.3 291373.5087
uniaxialMaterial PySimple1 102 2 240266.304 0.004 0.1 248638.7274
uniaxialMaterial PySimple1 103 1 384915.36 0.076 0.3 466197.6139
uniaxialMaterial PySimple1 104 2 555483.84 0.006 0.1 217558.8865
uniaxialMaterial TzSimple1 500 1 5759.789003 0.00127 202018.966
uniaxialMaterial TzSimple1 501 1 59493.66035 0.00472 291373.5087
uniaxialMaterial TzSimple1 502 1 27245.7932 0.00127 248638.7274
uniaxialMaterial TzSimple1 503 1 77813.23795 0.00472 466197.6139
uniaxialMaterial QzSimple1 587 1 4050000.87 0.019812 0 1048944.631
section Fiber 1 {
patch circ 1 16 3 0 0 0.702 0.762 0 360}
mass 1 3020 3020 3020 0 0 0
mass 2 3020 3020 3020 0 0 0
mass 3 3070 3070 3070 0 0 0
mass 4 3070 3070 3070 0 0 0
mass 5 3070 3070 3070 0 0 0
mass 6 3070 3070 3070 0 0 0
geomTransf PDelta 3 1 0 0
#geomTransf PDelta 3
element dispBeamColumn 300 1 2 5 1 3
element dispBeamColumn 301 2 3 5 1 3
element dispBeamColumn 302 3 4 5 1 3
element dispBeamColumn 303 4 5 5 1 3
element dispBeamColumn 304 5 6 5 1 3
element zeroLength 700 2 22 -mat 100 100 500 -dir 1 2 3
element zeroLength 701 3 33 -mat 101 101 501 -dir 1 2 3
element zeroLength 702 4 44 -mat 102 102 502 -dir 1 2 3
element zeroLength 703 5 55 -mat 103 103 503 -dir 1 2 3
element zeroLength 704 6 66 -mat 104 104 587 -dir 1 2 3
recorder Node -file Node1.out -time -node 6 -dof 1 disp
pattern Plain 2 Linear {
load 1 1000.0 233.0 44.0 0.0 0.0 0.0
}
system BandGeneral
numberer RCM
constraints Plain
integrator LoadControl 0.1
algorithm Linear
analysis Static
analyze 10
file
Moderators: silvia, selimgunay, Moderators