Table of Contents Author Guidelines Submit a Manuscript
Shock and Vibration
Volume 2017 (2017), Article ID 9850915, 12 pages
https://doi.org/10.1155/2017/9850915
Research Article

Shake Table Study on the Effect of Mainshock-Aftershock Sequences on Structures with SFSI

Department of Civil and Environmental Engineering, The University of Auckland, 20 Symonds Street, Auckland, New Zealand

Correspondence should be addressed to Xiaoyang Qin; zn.ca.inudnalkcua@900niqx

Received 10 July 2017; Accepted 19 September 2017; Published 23 October 2017

Academic Editor: Ivo Caliò

Copyright © 2017 Xiaoyang Qin and Nawawi Chouw. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. P. W. Taylor, P. E. Bartlett, and P. R. Wiessing, “Foundation rocking under earthquake loading,” in Proceeding of the 10th International Conference on Soil Mechanics and Foundation Engineering, vol. 3, pp. 313–322, Stockholm, Sweden, 1981.
  2. A. S. Veletsos and J. W. Meek, “Dynamic behaviour of building-foundation systems,” Earthquake Engineering & Structural Dynamics, vol. 3, no. 2, pp. 121–138, 1974. View at Publisher · View at Google Scholar · View at Scopus
  3. T. Larkin, “Seismic response of liquid storage tanks incorporating soil structure interaction,” Journal of Geotechnical and Geoenvironmental Engineering, vol. 134, no. 12, pp. 1804–1814, 2008. View at Publisher · View at Google Scholar · View at Scopus
  4. L. Deng, T. Algie, and B. L. Kutter, “Innovative economical foundations with improved performance that is less sensitive to site conditions: centrifuge data report for LJD01,” Tech. Rep. UCD/CGMDR-09/01, University of California, Davis, Calif, USA, 2009. View at Google Scholar
  5. L. Deng, B. L. Kutter, and S. K. Kunnath, “Centrifuge modeling of bridge systems designed for rocking foundations,” Journal of Geotechnical and Geoenvironmental Engineering, vol. 138, no. 3, pp. 335–344, 2012. View at Publisher · View at Google Scholar · View at Scopus
  6. T. B. Algie, M. J. Pender, R. P. Orense, and L. M. Wotherspoon, “Dynamic field testing of shallow foundations subject to rocking,” in Proceedings of the New Zealand Society for Earthquake Engineering Annual Conference, Wellington, New Zealand, 2010.
  7. N. Saxena, D. K. Paul, and R. Kumar, “Effects of slip and separation on seismic SSI response of nuclear reactor building,” Nuclear Engineering and Design, vol. 241, no. 1, pp. 12–17, 2011. View at Publisher · View at Google Scholar · View at Scopus
  8. M. Ormeño, T. Larkin, and N. Chouw, “Evaluation of seismic ground motion scaling procedures for linear time-history analysis of liquid storage tanks,” Engineering Structures, vol. 102, pp. 266–277, 2015. View at Publisher · View at Google Scholar · View at Scopus
  9. M. Ormeño, M. Geddes, T. Larkin, and N. Chouw, “Experimental study of slip-friction connectors for controlling the maximum seismic demand on a liquid storage tank,” Engineering Structures, vol. 103, pp. 134–146, 2015. View at Publisher · View at Google Scholar · View at Scopus
  10. M. Ormeño, T. Larkin, and N. Chouw, “The effect of seismic uplift on the shell stresses of liquid-storage tanks,” Earthquake Engineering & Structural Dynamics, vol. 44, no. 12, pp. 1979–1996, 2015. View at Publisher · View at Google Scholar · View at Scopus
  11. Y. Chen, T. Larkin, and N. Chouw, “Experimental assessment of contact forces on a rigid base following footing uplift,” Earthquake Engineering & Structural Dynamics, vol. 46, no. 1, pp. 1835–1854, 2017. View at Publisher · View at Google Scholar · View at Scopus
  12. X. Qin, Y. Chen, and N. Chouw, “Effect of uplift and soil nonlinearity on plastic hinge development and induced vibrations in structures,” Advances in Structural Engineering, vol. 16, no. 1, pp. 135–147, 2013. View at Publisher · View at Google Scholar · View at Scopus
  13. T. Larkin, X. Qin, and N. Chouw, “Effect of local site on SFSI of clustered structure,” in Proceedings of the International Workshop on Natural Hazards, Azores, Portugal, April 2016.
  14. X. Qin, Experimental studies of SFSI effect on upliftable structures [Doctoral dissertation], ResearchSpace, Auckland, New Zealand, 2016, https://researchspace.auckland.ac.nz/handle/2292/29301.
  15. G. M. Latha and A. M. Krishna, “Seismic response of reinforced soil retaining wall models: influence of backfill relative density,” Geotextiles and Geomembranes, vol. 26, no. 4, pp. 335–349, 2008. View at Publisher · View at Google Scholar · View at Scopus
  16. T.-S. Ueng, M.-H. Wang, M.-H. Chen, C.-H. Chen, and L.-H. Peng, “A large biaxial shear box for shaking table test on saturated sand,” Geotechnical Testing Journal, vol. 29, no. 1, pp. 1–8, 2006. View at Google Scholar · View at Scopus
  17. S. K. Prasad, I. Towhata, G. P. Chandradhara, and P. Nanjundaswamy, “Shaking table tests in earthquake geotechnical engineering,” Current Science, vol. 87, no. 10, pp. 1398–1404, 2004. View at Google Scholar · View at Scopus
  18. N. Mononobe and O. Matsuo, “On the determination of earth pressure during earthquakes,” in Proceedings of the World Engineering Congress, vol. 9, pp. 179–187, Tokyo, Japan, 1929.
  19. M. Matsuo and S. Ohara, “Lateral earth pressures and stability of quay walls during earthquakes,” in Proceedings of the 2nd World Conference on Earthquake Engineering, Tokyo, Japan, 1960.
  20. X. Qin, W. M. Cheung, N. Chouw, T. Larkin, and S. W. C. Ching, “Study of soil-structure interaction effect on ground movement using a laminar box,” in Proceedings of the New Zealand Society for Earthquake Engineering Annual Conference, Wellington, New Zealand, 2013.
  21. Y. P. Vaid and D. Negussey, “Relative density of pluviated sand samples,” Japanese Society of Soil Mechanics and Foundation Engineering, vol. 24, no. 2, pp. 101–105, 1984. View at Google Scholar · View at Scopus
  22. N. S. Rad and M. T. Tumay, “Factors affecting sand specimen preparation by raining,” ASTM Geotechnical Testing Journal, vol. 10, no. 1, pp. 31–37, 1987. View at Publisher · View at Google Scholar · View at Scopus
  23. M. Okamoto and S. Fityus, “An evaluation of the dry pluviation preparation technique applied to silica sand samples,” in Proceedings of the International Symposium on Geomechanics and Geotechnics of Particulate Media, pp. 33–39, Taylor and Francis, London, UK.
  24. NZS 4402, Methods of Testing Soil for Civil Engineering Purposes, Standard Association of New Zealand, Wellington, New Zealand.
  25. Japan Society of Civil Engineers, Earthquake Resistant Design Codes in Japan, Maruzen, Tokyo, Japan, 2000.
  26. N. Chouw and H. Hao, “Study of SSI and non-uniform ground motion effect on pounding between bridge girders,” Soil Dynamics and Earthquake Engineering, vol. 25, no. 7-10, pp. 717–728, 2005. View at Publisher · View at Google Scholar · View at Scopus
  27. E. Buckingham, “On physically similar systems; Illustrations of the use of dimensional equations,” Physical Review A: Atomic, Molecular and Optical Physics, vol. 4, no. 4, pp. 345–376, 1914. View at Publisher · View at Google Scholar · View at Scopus
  28. A. K. Chopra and S. C.-S. Yim, “Simplified earthquake analysis of structures with foundation uplift,” Journal of Structural Engineering (United States), vol. 111, no. 4, pp. 906–930, 1985. View at Publisher · View at Google Scholar · View at Scopus
  29. T. Larkin, “DENSOR—a computer program for seismic response analysis of nonlinear horizontal soil layers,” Tech. Rep. 51508/6, Norwegian Geotechnical Institute, 1978. View at Google Scholar