Example:Transient 02

domain.dim(1)

material.uniElastoPlastic(1,1000.,0.2,10.,0., 5.,500.,0.)
section.user(1,1.)

node.add(1,0.)
node.add(2,1.)

element.bar(1,1,2,1,1)
node.fix(1,1)

lc.define(1)
load.sin(2,1,15.,1.,0.)

analysis.transient()
imposer.elimination()
algorithm.fNR()
convergence.set(20,1e-3,1e-6,1e-6)
control.Newmark(0.25,0.5,0.01)
soe.full()
analysis.run(1,1000)

print "u =",node.data(2)['disp'][0]
print "v =",node.data(2)['velc'][0]
print "a =",node.data(2)['accl'][0]