Comparison of Initial and Improved Hertz-Damp Model for Structural Pounding Simulation

Article Preview

Abstract:

In order to compare the initial and improved Hertz-damp model, the dynamic equations of collision system were established based on Hertz-damp model and mode superposition method. Hertz-damp model can account for the influence of the nonlinear contact stiffness as well as the energy loss during structural pounding. The results analysis show that the initial model have the same simulation results with the improved model initial model when the restitution coefficient or the contact stiffness large enough. For typical concrete structural pounding, the initial model is available.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

686-690

Citation:

Online since:

May 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] S. Muthukumar and R. DesRoches: Earthquake Engineering and Structural Dynamics vol.35(2006), p.811

Google Scholar

[2] K.H. Hunt and F.R.E. Crossley: ASME Journal of Applied Mechanics vol.42(1975), p.440

Google Scholar

[3] H.M. Lankarani and P.E. Nikravesh: ASME Journal of Mechanical Design vol.112(1990), P.369

Google Scholar

[4] Kun Ye, Li Li and HongPing Zhu: Earthquake Engineering and Structural Dynamics vol.38(2009), p.1135

Google Scholar

[5] R. Jankowski: Earthquake Engineering and Structural Dynamics vol.34:6(2005), p.595

Google Scholar

[6] W. Goldsmith, In: The Theory and Physical Behaviour of Colliding Solids, 1st edn, Edward Arnold: London, U.K.(1960)

Google Scholar

[7] S.A. Anagnostopoulos and K.V. Spiliopoulos: Earthquake Engineering and Structural Dynamics vol. 21(1992), p.289

Google Scholar

[8] J. Azevedo and R. Bento. Design criteria for buildings subjected to pounding. Eleventh World Conference of Earthquake Engineering. Acapulco, Mexico, Paper No. 1063(1996)

Google Scholar

[9] J.G.M. Van Mier, A.F. Pruijssers, H.W. Reinhardt and T. Monnier: Journal of Structural Engineering vol.117:2(1991), p.354

Google Scholar