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Applications for Users

  • 1. OpenSees Interpreters
  • 2. Installation
  • 3. Command Manual
    • 3.1. Model Commands
      • 3.1.1. model Command
      • 3.1.2. node Command
      • 3.1.3. SP_Constraint Commands
      • 3.1.4. MP_Constraint Commands
      • 3.1.5. uniaxialMaterial Command
      • 3.1.6. nDMaterial Command
      • 3.1.7. section Command
      • 3.1.8. Geometric Transformation Command
      • 3.1.9. Element Command
      • 3.1.10. Time Series Command
      • 3.1.11. Pattern Command
      • 3.1.12. Damping Commands
        • 3.1.12.1. Rayleigh Damping Command
        • 3.1.12.2. Modal Damping Command
        • 3.1.12.3. Elemental Damping Command
        • 3.1.12.4. References
    • 3.2. Analysis Commands
    • 3.3. Output Commands
    • 3.4. Misc. Commands
  • 4. Examples
  • 5. Questions, Bugs & Feature Requests
  • 6. Copyright and License

Framework for Developer

  • 1. Source Code
  • 2. Building Application
  • 3. References
  • 4. Extending Application
  • 5. Contributing Code & Documentation
  • 6. Issues
OpenSees Documentation
  • 3. Command Manual
  • 3.1. Model Commands
  • 3.1.12. Damping Commands
  • 3.1.12.2. Modal Damping Command
  • View page source

3.1.12.2. Modal Damping Command

modalDamping $factor

Argument

Type

Description

$factor

float

damping factor.

Example:

  1. Tcl Code

set N 2 ;# Number of modes for modal damping
eigen $N

modalDamping 0.05 0.02 ;# 5% in mode 1, 2% in mode 2

Further reading about Modal Damping can be seen in [ChopraMcKenna2015]

Warning

Modal damping implementation is as in Perform3D. The tangent matrix is not modified for damping terms as this would result in a full matrix. Instead just the right hand side of the equation, i.e. the resisting force vector is modified. As a consequence, iteration is required at each step to obtain a converged solution, i.e. no Linear solution algorithm or explicit time stepping algorithms will work correctly with modal damping!


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