BWBN Material: Difference between revisions
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REFERENCES: | REFERENCES: | ||
Raquibul Hossain, Mahmud Ashraf, Jamie E. Padgett(2013). "Risk-based seismic performance assessment of Yielding Shear Panel Device", Engineering Structures, Volume 56, November 2013, Pages 1570–1579 | 1. Raquibul Hossain, Mahmud Ashraf, Jamie E. Padgett(2013). "Risk-based seismic performance assessment of Yielding Shear Panel Device", Engineering Structures, Volume 56, November 2013, Pages 1570–1579 | ||
2. Raquibul Hossain and Mahmud Ashraf (2012). "Mathematical modelling of yielding shear panel device", Thin-Walled Structures, Volume 59, October 2012, Pages 153–161 | |||
3. Baber, T. T., & Noori, M. N. (1986). Modeling general hysteresis behavior and random vibration application. Journal of Vibration Acoustics Stress and Reliability in Design, 108, 411 | |||
DEVELOPED BY: | DEVELOPED BY: | ||
Raquibul Hossain, The University of Queensland, Australia | Raquibul Hossain, The University of Queensland, Australia |
Revision as of 05:42, 20 October 2013
- Command_Manual
- Tcl Commands
- Modeling_Commands
- model
- uniaxialMaterial
- ndMaterial
- frictionModel
- section
- geometricTransf
- element
- node
- sp commands
- mp commands
- timeSeries
- pattern
- mass
- block commands
- region
- rayleigh
- Analysis Commands
- Output Commands
- Misc Commands
- DataBase Commands
This command is used to construct a uniaxial Bouc-Wen smooth hysteretic material object that incorporates pinching.
uniaxialMaterial BWBN $matTag $alpha $ko $n $gamma $beta $Ao $q $zetas $p $Shi $deltaShi $lambda $tol $maxIter |
$matTag | integer tag identifying material |
$alpha | ratio of post-yield stiffness to the initial elastic stiffenss (0< <math>\alpha</math> <1) |
$ko | initial elastic stiffness |
$n | parameter that controls transition from linear to nonlinear range (as n increases the transition becomes sharper; n is usually grater or equal to 1) |
$gamma $beta | parameters that control shape of hysteresis loop; depending on the values of <math>\gamma</math> and <math>\beta</math> softening, hardening or quasi-linearity can be simulated (look at the NOTES) |
$Ao | parameters that control tangent stiffness |
NOTES:
REFERENCES:
1. Raquibul Hossain, Mahmud Ashraf, Jamie E. Padgett(2013). "Risk-based seismic performance assessment of Yielding Shear Panel Device", Engineering Structures, Volume 56, November 2013, Pages 1570–1579
2. Raquibul Hossain and Mahmud Ashraf (2012). "Mathematical modelling of yielding shear panel device", Thin-Walled Structures, Volume 59, October 2012, Pages 153–161
3. Baber, T. T., & Noori, M. N. (1986). Modeling general hysteresis behavior and random vibration application. Journal of Vibration Acoustics Stress and Reliability in Design, 108, 411
DEVELOPED BY: Raquibul Hossain, The University of Queensland, Australia