Definition of Strain Amplitude for Cyclic Model to Simulate Actual Damping of Soils under Irregular Loadings

Article Preview

Abstract:

The determination of damping constitutes an essential part of the cyclic characterization of soils. While because of the damping of soils is nonlinear, ie., strain-dependent, the definition of shear strain amplitude under irregular loading process construct the key point of the damping based cyclic models. This paper introduces a new damping-based model (DBM) for nonlinear soil behavior simulation and discusses on the effect of shear strain amplitude definition on model behavior. Both qualitative and quantitative analysis re-sults show that the reversed hysteresis loading curve is significantly influenced by the pre-supposed loading amplitude and generally large pre-proposed shear strain amplitude will lead to low reversed loading trajectory. Analytical comparison among several definitions indicates that defining the maximum reversal point of history as the loading amplitude performs the best.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

2163-2170

Citation:

Online since:

August 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Muravskii, G. B., and Frydman, S. (1998). Site response analysis using a non-linear hysteretic model., Soil Dynamics and Earthquake Engineering , 17, 227-238.

DOI: 10.1016/s0267-7261(98)00002-5

Google Scholar

[2] Muravskii, G. B. (2001). Application of experimental results on cyclic deforming of soils to seismic response analysis., Soil Dynamics and Earthquake Engineering, 21, 661-669.

DOI: 10.1016/s0267-7261(01)00048-3

Google Scholar

[3] Archuleta, R.J., Bonilla, L.F., Lavalle´e, D. (1999).

Google Scholar

[4] Lok, M.H., Pestnana, J.M. (2000) An enhanced hysteretic model for site response analysis, 12 WCEE, 0916: 1-8.

Google Scholar

[5] Bratosin, D., Sireteanu, T. (2002). A nonlinear Kel-Vin-Voigt model for soils., The annual sym-posium of the institute of solid mechanics, Sisom, Bucharest, 17-24.

Google Scholar

[6] Osinov, V.A. (2003). Cyclic shearing and liquefaction of soil under irregular loading: an incremental model for the dynamic earthquake induced deformation., Soil Dynamics and Earthquake Engineering, 23, 535-548.

DOI: 10.1016/s0267-7261(03)00072-1

Google Scholar

[7] Shang, S. P., Liu, F. C. , Wang, H. D. (2007). Nonlinear model based on damping ratio for clays under seismic loading,. China Civil Engineering Journal, 40(3), 74-82. (In Chinese).

Google Scholar

[8] Phillips, C., and Hashash, Y. M. (2009). Damping formulation for nonlinear 1D site response analyses., Soil Dynamics and Earthquake Engineering, 29(7), 1143-1158.

DOI: 10.1016/j.soildyn.2009.01.004

Google Scholar

[9] Hashash, Y. M. A., Phillips, C., Groholski, D. R. (2010).

Google Scholar