OpenSees
Pre-processing:
- Nodi
- UniaxialMaterial (partial reading)
o elastic
o elasticPP
o elasticPPgap
o ENT
o Concrete01
o Concrete02
o Concrete03
o Steel01
o Steel02
- NDMaterial
o ElasticIsotropic
- Sezioni (supporto parziale)
o Fiber
o PlateFiber
o LayeredShell
- Elementi
o ShellMITC4
o quad
o bbarQuad
o enhancedQuad
o quadUP (both)
o ShellDKGQ
o ShellNLDKGQ
o ShellNL (treated as 8-node shell)
o ElasticBeamColumn
o ElasticTimoshenkoBeam
o ForceBeamColumn
o DispBeamColumn
o beamWithHinges
o truss e trussf
o corotTruss
o rotspring2dir
o zeroLength
o zeroLengthND
o zeroLengthSection
o stdBrick
o bbarBrick
o Brick8N
o brickUP
o Brick20N
o 20_8_BrickUP
- Fix, fixX, fixY, fixZ Commands
- GeomTransf Commands
- Uniform Beam Loads
- Nodal Loads
Post-processing:
- Displacements recorder
- Reactions recorder
- Modal Eigenvectors recorder
- Custom spring data
AVVISO: L’importazione di modelli OpenSees potrebbe essere incompleta. Utilizzare sempre recoder definiti in modo più completo possibile nei GdL e negli oggetti da registrare (es. “recorder Node -file disp.out -time -nodeRange 0 124 -dof 1 2 3 4 5 6 disp”).