u4.53.03 Operator DYNA_VIBRA

• 1. But
• 2. Syntax
• 3. Indirection operands
  • 3.1. TYPE_CALCUL
  • 3.2. BASE_CALCUL
• 4. Operands common to any type of calculation
  • 4.1. Operand TITRE
  • 4.2. Operand SOLVEUR
• 5. Transient response calculation on a modal basis
  • 5.1. Generalized matrices
  • 5.2. Keyword AMOR_MODAL
  • 5.3. Integration diagrams. Keyword SCHEMA_TEMPS
  • 5.4. Keyword INCREMENT
  • 5.5. Keyword ETAT_INIT
  • 5.6. Description of the load under separate variables: keyword EXCIT
  • 5.7. Keyword EXCIT_RESU
  • 5.8. Special case of seismic analysis
  • 5.9. Taking into account a rotational speed transient
  • 5.10. Keyword VERI_CHOC
  • 5.11. Keyword COMPORTEMENT
  • 5.12. Keyword ARCHIVAGE
  • 5.13. Operand INFO
  • 5.14. Operand IMPRESSION
  • 5.15. Control phase
  • 5.16. Taking into account fluid-structure interaction effects
• 6. Transient response calculation on a physical basis
  • 6.1. Operand MODELE
  • 6.2. Operand CHAM_MATER
  • 6.3. Operand CARA_ELEM
  • 6.4. System matrices
  • 6.5. Integration diagrams. Keyword SCHEMA_TEMPS
  • 6.6. Keyword ETAT_INIT
  • 6.7. Keyword EXCIT
  • 6.8. Keyword EXCIT_RESU
  • 6.9. Keyword AMOR_MODAL
  • 6.10. Keyword ENERGIE
  • 6.11. Keyword INCREMENT
  • 6.12. Keyword ARCHIVAGE
  • 6.13. Keyword OBSERVATION
  • 6.14. Control phase
• 7. Harmonic response calculation
  • 7.1. Operand RESULTAT
  • 7.2. Operand MODELE
  • 7.3. Operand CHAM_MATER
  • 7.4. Operand CARA_ELEM
  • 7.5. Operand MATR_MASS
  • 7.6. Operand MATR_RIGI
  • 7.7. Operand MATR_AMOR
  • 7.8. Keyword AMOR_MODAL
  • 7.9. Operand MATR_IMPE_PHI
  • 7.10. Operands FREQ/LIST_FREQ
  • 7.11. Operands TOUT_CHAM/NOM_CHAM
  • 7.12. Keyword EXCIT
  • 7.13. Operand EXCIT_RESU
  • 7.14. Operand INFO