ViscousDamper Material: Difference between revisions
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(Created page with '{{CommandManualMenu}} This command is used to construct a ViscousDamper material, which represents the Maxwell Model (linear spring and nonlinear dashpot in series). The Maxwell...') |
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| '''''[http://opensees.berkeley.edu/wiki/index.php/ | | '''''[http://opensees.berkeley.edu/wiki/index.php/Dynamic Analyses of 1-Story Moment Frame with Viscous Dampers 2. Single story single bay frame with viscous damper]''''' | ||
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Revision as of 19:49, 21 August 2013
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This command is used to construct a ViscousDamper material, which represents the Maxwell Model (linear spring and nonlinear dashpot in series). The Maxwell material simulates the hysteretic response of viscous dampers.
uniaxialMaterial ViscousDamper $matTag $K $Cd $alpha |
$matTag | integer tag identifying material |
$K | Elastic stiffness of linear spring (to model the axial flexibility of a viscous damper (brace and damper portion) |
$Cd | Viscous parameter of damper |
$alpha | Viscous damper exponent |
Examples:
1. Input parameters: |
Assume a viscous damper with axial stiffness K=300.0kN/mm, viscous parameter Cd=280.3kN(s/mm)0.3, and exponent a=0.30. |
The input parameters for the material should be as follows: |
uniaxialMaterial ViscousDamper 1 300 280.3 0.30 |
Using these properties, Figure 1 shows the hysteretic response of this damper for sinusoidal displacement increments of 12, 24 and 36mm and a frequency f = 0.5Hz. |
The sensitivity of the viscous damper with respect to its axial stiffness is shown in Figures 2 to 4 for the following set of parameters: |
Analyses of 1-Story Moment Frame with Viscous Dampers 2. Single story single bay frame with viscous damper |
References:
[1] | Olsson, A.K., and Austrell, P-E., (2001), "A fitting procedure for viscoelastic-elastoplastic material models," Proceedings of the Second European Conference on Constitutive Models for Rubber, Germany, 2001. |
[2] | Ottosen, N.S., and Ristinmaa, M., (1999). "The mechanics of constitutive modelling, (Numerical and thermodynamical topics)," Lund University,Division of Solid Mechanics, Sweden, 1999. |
Code Developed by : Prof. Kazuhiko Kasai (Tokyo Institute of Technology) and implemented by Sarven Akcelyan & Prof. Dimitrios G. Lignos, (McGill University)