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Year 2019, Volume: 23 Issue: 2, 244 - 251, 01.04.2019

Fatih Göktepe Erkan Çelebi Nadir Karahan

https://doi.org/10.16984/saufenbilder.469037

Abstract

References

  • [1] E. Kausel, “Early history of soil-structure interaction”, Soil Dyn. Earthq. Eng., vol. 30, no. 9, pp. 822–832, 2010.
  • [2] L. Menglin, W. Huaifeng, C. Xi and Z.Yongmei, “Structure-soil-structure interaction: literature review”, Soil Dyn. Earthq. Eng., vol. 31, no. 12, pp. 1724-1731, 2011.
  • [3] Liratzakis, A. and Y. Tsompanakis, “Impact of soil saturation level on the dynamic response of masonry buildings”, Front. Built Environ., vol.4, no.4, pp. 1-14, 2018.
  • [4] S. Wang and G. Schmid, “Dynamic structure–soil–structure interaction by FEM and BEM”, Comput. Mech., vol. 9, no.9, pp. 347–357, 1992.
  • [5] J. P. Wolf and C. Song, “Finite-element modeling of unbounded media”, England, Wiley, 1996.
  • [6] M. Yazdchi, N. Khalili and S. Valliappan, “Dynamic soil-structure interaction analysis via coupled finite-element– boundary-element method, Soil Dyn. Earthq. Eng., vol.18, no.7, pp. 499–517, 1999.
  • [7] G. Gazetas, “Foundation vibrations Foundation Engineering Handbook”, 2nd Edition, Chapter 15, H.-Y. Fang, ed., Chapman and Hall, New York, 1991.
  • [8] J. P. Stewart, R. B.Seed and G. L. Fenves, “Seismic soil-structure interaction in buildings I: Analytical aspects”, J. Geotech. Geo-environ. Eng., vol. 125, no. 1., pp. 26-37. (1999).
  • [9] E. Çelebi and A. N. Gündüz, “Dynamic response of multistory buildings including soil-structure interaction in elastic layered media, ECCM’99 European Conference on Computational Mechanics, August 31- September 3, München, Germany, 1999.
  • [10] R.L. Kuhlemeyer, “Vertical vibration of footings embedded in layered media”, Thesis presented to the University of California, at Berkeley, California, 1969.
  • [11] J. Lysmer and R. L. Kuhlemeyer, “Finite dynamic model for infinite media”, J. Eng. Mech. Div., vol. 95, no. 4, 859–877. (1969).
  • [12] W.White, S. Valliappan and I. K. Lee, “Unified boundary finite dynamic models”, J. Eng. Mech. Div., ASCE, vol. 103, pp. 949–964. 1977.
  • [13] PLAXIS, Version 8 Manual. A.A. Balkema Publishers, 2000.
  • [14] N. Karahan, “The effects of the soil conditions on the structural response”, Master’s thesis, SAÜ FEB, Sakarya, October, 2012 (in Turkish).
  • [15] E. Çelebi, F. Göktepe and N. Karahan, “Non-linear finite element analysis for prediction of seismic response of buildings considering soil-structure interaction”, Nat. Hazards Earth Syst. Sci., vol. 12, no.11, pp. 3495–3505, 2012.
  • [16] Z. Demirkıran, “Mining Geology and mineralization of INLER YAYLASI (Şebinkarahisar-Giresun) Pb-Zn Mine, DEÜ, İzmir, February, 1994.

Effect of Soil Saturation On Seismic Performance of A Structure: A Numerical Approach

Year 2019, Volume: 23 Issue: 2, 244 - 251, 01.04.2019

Fatih Göktepe Erkan Çelebi Nadir Karahan

https://doi.org/10.16984/saufenbilder.469037

Abstract

The aim of this study is to investigate
the impact of soil saturation on the seismic performance of a structure when
subjected to earthquake-induced vibration. More specifically, this paper examines
the effect of the soil saturation level taking into account of soil-structure
interaction (SSI) on the structural response. For this purpose, a two
dimensional (2D) finite element model was developed with Mohr-Coulomb failure
criterion under plane-strain conditions using geotechnical finite element code
PLAXIS. To emphasize SSI problems in civil engineering applications, mechanical
behavior and various saturation levels of the local soil condition is examined
using a numerical model. As can seen from the analysis results, the
saturation level of soils causes an increase on the lateral roof displacement of
the saturated elasto-plastic soil. This situation was interpreted as the
increase in the saturation levels of the soils caused a decrease in the
rigidity. Furthermore, neglecting the effect of SSI leads to underestimated
results of the structural behavior.

Keywords

Soil-structure interaction saturated soils finite element analysis elasto-plastic constitutive model

References

  • [1] E. Kausel, “Early history of soil-structure interaction”, Soil Dyn. Earthq. Eng., vol. 30, no. 9, pp. 822–832, 2010.
  • [2] L. Menglin, W. Huaifeng, C. Xi and Z.Yongmei, “Structure-soil-structure interaction: literature review”, Soil Dyn. Earthq. Eng., vol. 31, no. 12, pp. 1724-1731, 2011.
  • [3] Liratzakis, A. and Y. Tsompanakis, “Impact of soil saturation level on the dynamic response of masonry buildings”, Front. Built Environ., vol.4, no.4, pp. 1-14, 2018.
  • [4] S. Wang and G. Schmid, “Dynamic structure–soil–structure interaction by FEM and BEM”, Comput. Mech., vol. 9, no.9, pp. 347–357, 1992.
  • [5] J. P. Wolf and C. Song, “Finite-element modeling of unbounded media”, England, Wiley, 1996.
  • [6] M. Yazdchi, N. Khalili and S. Valliappan, “Dynamic soil-structure interaction analysis via coupled finite-element– boundary-element method, Soil Dyn. Earthq. Eng., vol.18, no.7, pp. 499–517, 1999.
  • [7] G. Gazetas, “Foundation vibrations Foundation Engineering Handbook”, 2nd Edition, Chapter 15, H.-Y. Fang, ed., Chapman and Hall, New York, 1991.
  • [8] J. P. Stewart, R. B.Seed and G. L. Fenves, “Seismic soil-structure interaction in buildings I: Analytical aspects”, J. Geotech. Geo-environ. Eng., vol. 125, no. 1., pp. 26-37. (1999).
  • [9] E. Çelebi and A. N. Gündüz, “Dynamic response of multistory buildings including soil-structure interaction in elastic layered media, ECCM’99 European Conference on Computational Mechanics, August 31- September 3, München, Germany, 1999.
  • [10] R.L. Kuhlemeyer, “Vertical vibration of footings embedded in layered media”, Thesis presented to the University of California, at Berkeley, California, 1969.
  • [11] J. Lysmer and R. L. Kuhlemeyer, “Finite dynamic model for infinite media”, J. Eng. Mech. Div., vol. 95, no. 4, 859–877. (1969).
  • [12] W.White, S. Valliappan and I. K. Lee, “Unified boundary finite dynamic models”, J. Eng. Mech. Div., ASCE, vol. 103, pp. 949–964. 1977.
  • [13] PLAXIS, Version 8 Manual. A.A. Balkema Publishers, 2000.
  • [14] N. Karahan, “The effects of the soil conditions on the structural response”, Master’s thesis, SAÜ FEB, Sakarya, October, 2012 (in Turkish).
  • [15] E. Çelebi, F. Göktepe and N. Karahan, “Non-linear finite element analysis for prediction of seismic response of buildings considering soil-structure interaction”, Nat. Hazards Earth Syst. Sci., vol. 12, no.11, pp. 3495–3505, 2012.
  • [16] Z. Demirkıran, “Mining Geology and mineralization of INLER YAYLASI (Şebinkarahisar-Giresun) Pb-Zn Mine, DEÜ, İzmir, February, 1994.
There are 16 citations in total.

Details

Primary Language English
Subjects Civil Engineering
Journal Section Research Articles
Authors

Fatih Göktepe 0000-0002-1484-623X

Erkan Çelebi 0000-0002-3526-7384

Nadir Karahan This is me 0000-0003-1401-6196

Publication Date April 1, 2019
Submission Date October 10, 2018
Acceptance Date November 13, 2018
Published in Issue Year 2019 Volume: 23 Issue: 2

Cite

APA Göktepe, F., Çelebi, E., & Karahan, N. (2019). Effect of Soil Saturation On Seismic Performance of A Structure: A Numerical Approach. Sakarya University Journal of Science, 23(2), 244-251. https://doi.org/10.16984/saufenbilder.469037
AMA Göktepe F, Çelebi E, Karahan N. Effect of Soil Saturation On Seismic Performance of A Structure: A Numerical Approach. SAUJS. April 2019;23(2):244-251. doi:10.16984/saufenbilder.469037
Chicago Göktepe, Fatih, Erkan Çelebi, and Nadir Karahan. “Effect of Soil Saturation On Seismic Performance of A Structure: A Numerical Approach”. Sakarya University Journal of Science 23, no. 2 (April 2019): 244-51. https://doi.org/10.16984/saufenbilder.469037.
EndNote Göktepe F, Çelebi E, Karahan N (April 1, 2019) Effect of Soil Saturation On Seismic Performance of A Structure: A Numerical Approach. Sakarya University Journal of Science 23 2 244–251.
IEEE F. Göktepe, E. Çelebi, and N. Karahan, “Effect of Soil Saturation On Seismic Performance of A Structure: A Numerical Approach”, SAUJS, vol. 23, no. 2, pp. 244–251, 2019, doi: 10.16984/saufenbilder.469037.
ISNAD Göktepe, Fatih et al. “Effect of Soil Saturation On Seismic Performance of A Structure: A Numerical Approach”. Sakarya University Journal of Science 23/2 (April 2019), 244-251. https://doi.org/10.16984/saufenbilder.469037.
JAMA Göktepe F, Çelebi E, Karahan N. Effect of Soil Saturation On Seismic Performance of A Structure: A Numerical Approach. SAUJS. 2019;23:244–251.
MLA Göktepe, Fatih et al. “Effect of Soil Saturation On Seismic Performance of A Structure: A Numerical Approach”. Sakarya University Journal of Science, vol. 23, no. 2, 2019, pp. 244-51, doi:10.16984/saufenbilder.469037.
Vancouver Göktepe F, Çelebi E, Karahan N. Effect of Soil Saturation On Seismic Performance of A Structure: A Numerical Approach. SAUJS. 2019;23(2):244-51.
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