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- Fri Mar 02, 2012 9:18 pm
- Forum: Soil Modelling
- Topic: Dynamic Analysis not converge
- Replies: 0
- Views: 1476
Dynamic Analysis not converge
Dear all: I with opensees to do the seismic analysis of a 2D dam.Steady-state analysis is the convergence,but Dynamic analysis process does not converge.I do not know why?Since the steady-state calculations, modeling should be no problem .Is the material definition problem,Or acceleration input ?Ple...