Eighth International Conference on Case Histories in Geotechnical Engineering
Impact of Hysteretic Damping on Nonlinear Dynamic Soil-Underground Structure-Structure Interaction Analyses
Publication: Geo-Congress 2019: Earthquake Engineering and Soil Dynamics (GSP 308)
ABSTRACT
Hysteresis models following the extended Masing rules are commonly used to represent soil’s un/reloading behavior. However, at moderate to large strain levels of shaking, models based on the extended Masing rules overestimate hysteretic damping measured in laboratory tests. This study evaluates the impact of hysteretic damping at moderate to large strain levels on simulation of dynamic soil-underground structure-superstructure interaction. The simulations use a recently developed, three-dimensional, distributed element plasticity soil model (I-soil), which allows flexible control over hysteretic behavior and can model both extended Masing and user-defined non-Masing type un/reloading. Three-dimensional finite element simulations are compared with results obtained from centrifuge experiments on medium-dense, dry sand in terms of acceleration, surface settlement, and wall deformations. Non-Masing unloading/reloading rules provide a better estimation of spectral accelerations at intermediate period ranges and surface settlements. Both cases computed similar surface spectral response at short and long periods as well as wall deformations.
Get full access to this article
View all available purchase options and get full access to this chapter.
ACKNOWLEDGEMENTS
This work was supported in part by the National Science Foundation (NSF) under Grant No. 1134968. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the authors and do not necessarily reflect the views of the NSF. The first author would also like to show his gratitude to LPDP (Indonesia Endowment Fund for Education), which has provided financial support for his graduate study.
REFERENCEs
Arulmori, K., Muraleetharan, K. K., Hossain, M. M., & Fruth, L. S. (1992). VELACS Laboratory Testing Program, Soil Data Rep. Retrieved from Irvine, Calif:
Bardet, J., Huang, Q., & Chi, S. (1993). Numerical prediction for model no. 1. Paper presented at the Proceedings of the International Conference on the Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems.
Belytschko, T., Schwer, L., & Klein, M. (1977). Large displacement, transient analysis of space frames. International journal for numerical methods in engineering, 11(1), 65–84.
Bolton, M. (1986). The strength and dilatancy of sands. Geotechnique, 36(1), 65–78.
Chiang, D., & Beck, J. (1994). A new class of distributed-element models for cyclic plasticity—I. Theory and application. International journal of solids and structures, 31(4), 469–484.
Darendeli, M. B. (2001). Development of a new family of normalized modulus reduction and material damping curves. (Ph.D.), University of Texas at Austin.
Dashti, S., Hashash, Y., Gillis, K., Musgrove, M., & Walker, M. (2016). Development of dynamic centrifuge models of underground structures near tall buildings. Soil Dynamics and Earthquake Engineering, 86, 89–105.
Gillis, K. (2015). Seismic response of shallow underground structures in dense urban environments. (PhD Dissertation), University of Colorado at Boulder. Retrieved from https://search.proquest.com/docview/1755696606?accountid=14553(3743612)
Groholski, D. R., Hashash, Y. M., Kim, B., Musgrove, M., Harmon, J., & Stewart, J. P. (2016). Simplified model for small-strain nonlinearity and strength in 1D seismic site response analysis. Journal of Geotechnical and Geoenvironmental Engineering, 142(9), 04016042.
Hallquist, J. O. (2007). LS-DYNA keyword user’s manual. Livermore Software Technology Corporation, 970, 1–2.
Hardin, B. O., & Drnevich, V. P. (1972). Shear modulus and damping in soils: measurement and parameter effects. Journal of Soil Mechanics & Foundations Div, 98(sm6).
Hashash, Y., Phillips, C., & Groholski, D. R. (2010). Recent advances in non-linear site response analysis.
Hashash, Y. M., Dashti, S., Romero, M. I., Ghayoomi, M., & Musgrove, M. (2015). Evaluation of 1-D seismic site response modeling of sand using centrifuge experiments. Soil Dynamics and Earthquake Engineering, 78, 19–31.
Hashash, Y. M. A., Musgrove, M. I., Harmon, J. A., Groholski, D., Phillips, C. A., & Park, D. (2016). DEEPSOIL V6.1, User Manual. Retrieved from Urbana, IL:
Iwan, W. D. (1967). On a class of models for the yielding behavior of continuous and composite systems. Journal of Applied Mechanics, 34(3), 612–617.
Jamiolkowski, M., Leroueil, S., & LO PRESTI, D. C. (1991). Design parameters from theory to practice. Paper presented at the Int. Conf. on Geotechnical Engineering for coastal development.
Jones, C. L. (2015). Interpretation of centrifuge test results of the seismic response of temporary braced excavations near tall buildings. University of Colorado at Boulder.
Masing, G. (1926). Eigenspannungen und verfestigung beim messing. Paper presented at the Proceedings, second international congress of applied mechanics, Zurich, Switzerland.
Menq, F.-y. (2003). Dynamic properties of sandy and gravelly soils. Univ. of Texas at Austin.
Nova, R., & Wood, D. M. (1979). A constitutive model for sand in triaxial compression. International Journal for Numerical and Analytical Methods in Geomechanics, 3(3), 255–278.
Numanoglu, O. A. (in progress). Ph.D Thesis.University of Illinois at Urbana Champaign.
Numanoglu, O. A., Musgrove, M., Harmon, J. A., & Hashash, Y. M. (2017b). Generalized Non-Masing Hysteresis Model for Cyclic Loading. Journal of Geotechnical and Geoenvironmental Engineering, 144(1), 06017015.
Olson, S. M., Hashash, Y., Rutherford, C. J., Cerna-Diaz, A., Numanoglu, O., & Bhaumik, L. (in press). Dynamic Response of Soil under Multidirection Loading: Experimental Investigation and Modeling. Retrieved from Nuclear Requlatory Commission:
Phillips, C., & Hashash, Y. M. (2009). Damping formulation for nonlinear 1D site response analyses. Soil Dynamics and Earthquake Engineering, 29(7), 1143–1158.
Pyke, R. (1979). Non linear soil models for irregular cyclic loadings. J. Geotech. Engrg. Div., 105(6), 715–726.
Rowe, P. W. (1962). The stress-dilatancy relation for static equilibrium of an assembly of particles in contact. Proc. R. Soc. Lond. A, 269(1339), 500–527.
Schmertmann, J. H. (1978). Guidelines for cone penetration test: performance and design. Retrieved from
Seed, H. B. (1970). Soil moduli and damping factors for dynamic response analysis. Retrieved from Berkeley:
Taborda, D., & Zdravkovic, L. (2012). Application of a Hill-Climbing technique to the formulation of a new cyclic nonlinear elastic constitutive model. Computers and Geotechnics, 43, 80–91.
Vucetic, M. (1990). Normalized behavior of clay under irregular cyclic loading. Canadian Geotechnical Journal, 27(1), 29–46.
Wang, Z., Han, Q., & Zhou, G. (1980). Wave propagation method of site seismic response by visco-elastoplastic model. Paper presented at the Proc., Seventh World Conf. on Earthquake Engineering.
Information & Authors
Information
Published In
Geo-Congress 2019: Earthquake Engineering and Soil Dynamics (GSP 308)
Pages: 208 - 218
Editors: Christopher L. Meehan, Ph.D., University of Delaware, Sanjeev Kumar, Ph.D., Southern Illinois University Carbondale, Miguel A. Pando, Ph.D., University of North Carolina Charlotte, and Joseph T. Coe, Ph.D., Temple University
ISBN (Online): 978-0-7844-8210-0
Copyright
© 2019 American Society of Civil Engineers.
History
Published online: Mar 21, 2019
ASCE Technical Topics:
- Continuum mechanics
- Damping
- Dynamic structural analysis
- Dynamics (solid mechanics)
- Engineering mechanics
- Geomechanics
- Geotechnical engineering
- Soil analysis
- Soil dynamics
- Soil mechanics
- Soil properties
- Soil-structure interaction
- Solid mechanics
- Structural analysis
- Structural behavior
- Structural dynamics
- Structural engineering
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.