My model is utilizing the Steel02 material model (for the most part) and has the 540 truss and zero-length elements and 100 nonlinear beam columns.
My analysis parameters are:
constraints Plain
numberer RCM
system ProfileSPD
test EnergyIncr 1.0e-8 30 1
algorithm NewtonLineSearch 0.5
analysis Static
integrator DisplacementControl 769 1 6.250000e-002
analyze 472
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- Tue Oct 25, 2016 5:30 am
- Forum: OpenSees.exe Users
- Topic: Version 2.2.0 released
- Replies: 29
- Views: 105551