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Numerical Study of Shallow Rocking Foundations Under Seismic Excitation and Lateral Monotonic Loadings Cover

Numerical Study of Shallow Rocking Foundations Under Seismic Excitation and Lateral Monotonic Loadings

Open Access
|Apr 2025

References

  1. Algie, T. B., Pender, M., Orense, R., & Wotherspoon, L. (2010). Dynamic field testing of shallow foundations subject to rocking. Proceedings of 2010 New Zealand Society for Earthquake Engineering Conference, 26-28.
  2. Anastasopoulos, I., Gazetas, G., Loli, M., Apostolou, M., & Gerolymos, N. (2010). Soil failure can be used for seismic protection of structures. Bulletin of Earthquake Engineering, 8(2), 309-326.
  3. Anastasopoulos, I., Kourkoulis, R., Gelagoti, F., & Papadopoulos, E. (2012). Metaplastic Rocking Response of SDOF Systems on Shallow Improved Sand: an Experimental Study. Soil Dynamics and Earthquake Engineering, 40, 15-33.
  4. Antonellis, G., & Panagiotou, M. (2014). Seismic Response of Bridges with Rocking Foundations Compared to Fixed-Base Bridges at a Near-Fault Site. Journal of Bridge Engineering, 19(5), 04014007.
  5. Bowles, J. E. (1977). Foundation Analysis and Design. McGraw-Hill.
  6. Chatzigogos, C. T., Figini, R., Pecker, A., & Salençon, J. (2011). A macroelement formulation for shallow foundations on cohesive and frictional soils. International Journal for Numerical and Analytical Methods in Geomechanics, 35(8), 902-931.
  7. Deng, L., Kutter Bruce, L., & Kunnath Sashi, K. (2012). Centrifuge Modeling of Bridge Systems Designed for Rocking Foundations. Journal of Geotechnical and Geoenvironmental Engineering, 138(3), 335-344.
  8. Gajan, S., & Kutter Bruce, L. (2008). Capacity, Settlement, and Energy Dissipation of Shallow Footings Subjected to Rocking. Journal of Geotechnical and Geoenvironmental Engineering, 134(8), 1129-1141.
  9. Gazetas, G. (2015). 4th Ishihara lecture: Soilfoundationstructure systems beyond conventional seismic failure thresholds. Soil Dynamics and Earthquake Engineering, 68, 23-39.
  10. Gelagoti, F., Kourkoulis, R., Anastasopoulos, I., & Gazetas, G. (2012). Rocking isolation of low-rise frame structures founded on isolated footings. Earthquake Engineering & Structural Dynamics, 41(7), 1177-1197.
  11. Housner, G. W. (1963). The behavior of inverted pendulum structures during earthquakes. Bulletin of the Seismological Society of America, 53(2), 403-417.
  12. Ko, K.-W., Ha, J.-G., Park, H.-J., & Kim, D.-S. (2018). Soil-Rounding Effect on Embedded Rocking Foundation via Horizontal Slow Cyclic Tests. Journal of Geotechnical and Geoenvironmental Engineering, 144(3), 04018004.
  13. Kourkoulis, R., Anastasopoulos, I., Gelagoti, F., & Kokkali, P. (2012). Dimensional Analysis of SDOF Systems Rocking on Inelastic Soil. Journal of Earthquake Engineering, 16(7), 995-1022.
  14. Panagiotidou, A. I., Gazetas, G., & Gerolymos, N. (2012). Pushover and Seismic Response of Foundations on Stiff Clay: Analysis with P-Delta Effects. Earthquake Spectra, 28(4), 1589-1618.
  15. Sharifzadeh Asli, M., Mir Mohammad Hosseini, S. M., & Jahanirad, A. (2018). Effect of soil reinforcement on rocking isolation potential of high-rise bridge foundations. Soil Dynamics and Earthquake Engineering, 115, 142-155.
  16. Sharifzadeh Asli, M. (2018). Experimental study of effective factors on bed soil improvement in rocking isolation. PhD. Dissertation. Amirkabir University of Technology, Tehran, Iran.
  17. Torabi, H., & Rayhani, M. (2014). Three dimensional Finite Element modeling of seismic soilstructure interaction in soft soil. Computers and Geotechnics, 60, 9–19.
  18. Tsatsis, A., & Anastasopoulos, I. (2015). Performance of Rocking Systems on Shallow Improved Sand: Shaking Table Testing [Original Research]. Frontiers in Built Environment, 1(9).
DOI: https://doi.org/10.2478/sjce-2025-0005 | Journal eISSN: 1338-3973 | Journal ISSN: 1210-3896
Language: English
Page range: 44 - 54
Published on: Apr 1, 2025
Published by: Slovak University of Technology in Bratislava
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2025 Seyed Omid Khamesi, Seyed Majdeddin Mir Mohammad Hosseini, published by Slovak University of Technology in Bratislava
This work is licensed under the Creative Commons Attribution 4.0 License.