Stochastic Runge–Kutta Schemes for Discretization of Hysteretic Models

  • Pedro Vieira
  • Paula Milheiro de Oliveira
  • Álvaro Cunha
Chapter
Part of the Studies in Theoretical and Applied Statistics book series (STAS)

Abstract

The need to produce numerical solutions of stochastic differential equations (SDE) is present in problems arising in many areas. This is the case in Seismic Engineering where hysteretic models are used (see Wan et al., Soil Dyn Earthquake Eng 21:75–81, 2001 for an example of a problem involving a bridge column). The simulation of the solutions of these nonlinear equations is based on a discretization scheme. In the study of hysteretic models subjected to Gaussian white noise, we aim to compare the response obtained by using two schemes in the discretization of the SDE, in terms of the second statistical moments of the displacement, with that obtained from solving numerically the ODE system satisfied by the moments that arises after the use of adapted Monte Carlo simulation. We analyze the single degree of freedom Noori–Baber–Wen model for different values of (a) the parameters of the nonlinearity coefficient, (b) the parameters that characterize the type of hysteresis, (c) the parameters that take into account with the degradation effect of resistance, stiffness, and the pinching effect. We conclude that when the discretization step is small, the estimates of the second moment are similar in both schemes meaning that the choice between the weakly convergency schemes is irrelevant. However the solutions obtained by using the Runge–Kutta schemes are different from those obtained by approximately solving the equations of the moments. This difference is more relevant in situations where the allowed contribution of the dissipated energy is larger.

Notes

Acknowledgements

Supported by FCT under the Annual Financial Support Program for Research Units granted to CEC and CMUP project PEst-C/MAT/UI0144/2011. The authors are very grateful to the anonymous referees for their helpful comments and suggestions.

References

  1. 1.
    Baber, T.T., Wen, Y.K.: Random vibrations of hysteretic degrading systems. J. Eng. Mech. 132(6), 610–618 (1981)Google Scholar
  2. 2.
    Ibarra, L.F., Medina, R.A., Krawinkler, H.: Hysteretic models that incorporate strength and stiffness deterioration. Earthquake Eng. Struct. Dyn. 34(12), 1489–1511 (2005)Google Scholar
  3. 3.
    Madan, A., Reinhorn, A.M., Mander, J.: Modeling of masonry infill panels for structural analysis. J. Struct. Eng. 123(10), 1295–1302 (1997)Google Scholar
  4. 4.
    Noori, M.N., Padula, M.D., Davoodi, H.: Application of an itô-based approximation method to random vibration of a pinching hysteretic system. Nonlin. Dyn. 3, 305–327 (1992)Google Scholar
  5. 5.
    Tocino, A., Vigo-Aguiar, J.: Weak second order conditions for stochastic Runge–Kutta methods. SIAM J. Scientif. Comput. 24(2), 507–523 (2002)Google Scholar
  6. 6.
    Tocino, A.: Mean-square stability of second-order Runge–Kutta methods for stochastic differential equations. J. Comput. Appl. Math. 175, 355–367 (2005)Google Scholar
  7. 7.
    Wan, S., Loh, C.H., Peng, S.Y.: Experimental and theoretical study on softening and pinching effects of bridge column. Soil Dyn. Earthquake Eng. 21, 75–81 (2001)Google Scholar
  8. 8.
    Wen, Y.K.: Method for random vibration of hysteretic systems. J. Eng. Mech. 102(2), 249–263 (1976)Google Scholar

Copyright information

© Springer-Verlag Berlin Heidelberg 2013

Authors and Affiliations

  • Pedro Vieira
    • 1
    • 2
  • Paula Milheiro de Oliveira
    • 3
  • Álvaro Cunha
    • 4
  1. 1.University of Trás–os–Montes e Alto DouroVila RealPortugal
  2. 2.Faculty of EngineeringUniversity of PortoPortoPortugal
  3. 3.CMUP and Faculty of EngineeringUniversity of PortoPortoPortugal
  4. 4.CEC and Faculty of EngineeringUniversity of PortoPortoPortugal

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