Example:Transient 01

domain.dim(1)

material.uniElastic(1,1000.,0.2,5.)
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.linear()
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]