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Year 2019, Volume: 23 Issue: 2, 149 - 161, 01.04.2019

Muhammet Karabulut Murat Emre Kartal

https://doi.org/10.16984/saufenbilder.394266
Cited By: 2

Abstract

References

  • [1] E. Mirzaei, S. Vahdani, and R. Mirghaderi, "Seismic Analysis of Double Curved Arch Dams Based Performance," World Congress on Engineering and Computer Science, vol. 1 and 2, pp. 1185 2010.
  • [2] A. S. Mosallam and S. Banerjee, "Shear enhancement of reinforced concrete beams strengthened with FRP composite laminates," Composites Part B-Engineering, vol. 38, pp. 781-793, 2007.
  • [3] A. A. Sani and V. Lotfi, "Linear dynamic analysis of arch dams utilizing modified efficient fluid hyper-element," Engineering Structures, vol. 29, pp. 2654-2661, Oct 2007.
  • [4] M. Calamak, Y. Arici, A. M. Yanmaz, "An evaluation on the development on dam engineering in Turkey", METU, Dep. Of Civil Eng., Çankaya, Ankara, December 2013.
  • [5] T. L. Dennis, "Arch Dams: A review of British research and development”, Proceedings of the Symposium Held at the Institution of Civil Engineers, London, England, 1968.
  • [6] M.K. Davoodib, Jafarib, N. Hadiania, Seismic response of embankment dams under near-fault and far-field ground motion excitation, Engineering Geology, vol. 158, , Pages 66–76, 2013.
  • [7] A. Bayraktar, "Comparison of near- and farfault ground motion effect on the nonlinear response of dam–reservoir–foundation systems", Nonlinear Dynamics, 2009.
  • [8] J.A. Hudson, "Rock Mechanics Principles in Engineering Practice," Butterworths, London, 1989.
  • [9] H. Gercek, “Poisson’s ratio values for rocks”, Department of Mining Engineering, Zonguldak Karaelmas University, Zonguldak, Turkey, International Journal of Rock Mechanics & Mining Sciences, vol. 44, 1–13, 2007.
  • [10] E. Hoek, , Carranza-Torres, C. and Corkum, B.. Hoek-Brown Failure Criterion – 2002 Edition. 5th North American Rock Mechanics Symposium and 17th Tunneling Association of Canada Conference: NARMS-TAC, pp. 267-271, 2002.
  • [11] M. Romana, “DMR (Dam Mass Rating) An adaptation of RMR geomechanics classification for use in dams foundations”, Polytechnic University of Valencia, SPAIN, 2003.
  • [12] P.G. Somerville,"Magnitude scaling of the near fault rupture directivity pulse," Physics of the Earth and Planetary Interiors, vol. 137, pp. 201-212, 2003.
  • [13] E. Hoek, and M. S. Diederichs, “Empirical estimation of rock mass modulus”, International Journal of Rock Mechanics and Mining Sciences, vol. 43, Issue 2, pp. 203-215, 2006.
  • [14] E.T.Brown Golder, "Associates Pty Fifty years of ISRM and associated progress in rock mechanics," Ltd, Brisbane, Australia,2012.

Seismic analysis of concrete arch dams considering hydrodynamic effect using Westergaard approach

Year 2019, Volume: 23 Issue: 2, 149 - 161, 01.04.2019

Muhammet Karabulut Murat Emre Kartal

https://doi.org/10.16984/saufenbilder.394266
Cited By: 2

Abstract

Earthquake response of arch dams should be calculated under strong
ground motion effects. In this study, three-dimensional linear response of an
arch dam is investigated. Different ground motion effects and also foundation
conditions are considered in the finite element analyses. For this purpose, the
Type 3 double curvature arch dam was selected for numerical examples. All
numerical analyses are carried out by SAP2000 program for empty reservoir
cases. According to numerical analyses, maximum horizontal displacements and
maximum normal stresses are presented by dam height in the largest section.
These results are evaluated for five different elastic foundation conditions.
The selected foundation conditions of the all models have different sandstone
material parameters. Furthermore, near-fault and far-field ground motion
effects on the selected arch dam are taken into account by different
accelerograms obtained from the Loma Prieta earthquake at various distances.

Keywords

elastic foundation far field motion near fault motion sandstone material type3 arch dam

References

  • [1] E. Mirzaei, S. Vahdani, and R. Mirghaderi, "Seismic Analysis of Double Curved Arch Dams Based Performance," World Congress on Engineering and Computer Science, vol. 1 and 2, pp. 1185 2010.
  • [2] A. S. Mosallam and S. Banerjee, "Shear enhancement of reinforced concrete beams strengthened with FRP composite laminates," Composites Part B-Engineering, vol. 38, pp. 781-793, 2007.
  • [3] A. A. Sani and V. Lotfi, "Linear dynamic analysis of arch dams utilizing modified efficient fluid hyper-element," Engineering Structures, vol. 29, pp. 2654-2661, Oct 2007.
  • [4] M. Calamak, Y. Arici, A. M. Yanmaz, "An evaluation on the development on dam engineering in Turkey", METU, Dep. Of Civil Eng., Çankaya, Ankara, December 2013.
  • [5] T. L. Dennis, "Arch Dams: A review of British research and development”, Proceedings of the Symposium Held at the Institution of Civil Engineers, London, England, 1968.
  • [6] M.K. Davoodib, Jafarib, N. Hadiania, Seismic response of embankment dams under near-fault and far-field ground motion excitation, Engineering Geology, vol. 158, , Pages 66–76, 2013.
  • [7] A. Bayraktar, "Comparison of near- and farfault ground motion effect on the nonlinear response of dam–reservoir–foundation systems", Nonlinear Dynamics, 2009.
  • [8] J.A. Hudson, "Rock Mechanics Principles in Engineering Practice," Butterworths, London, 1989.
  • [9] H. Gercek, “Poisson’s ratio values for rocks”, Department of Mining Engineering, Zonguldak Karaelmas University, Zonguldak, Turkey, International Journal of Rock Mechanics & Mining Sciences, vol. 44, 1–13, 2007.
  • [10] E. Hoek, , Carranza-Torres, C. and Corkum, B.. Hoek-Brown Failure Criterion – 2002 Edition. 5th North American Rock Mechanics Symposium and 17th Tunneling Association of Canada Conference: NARMS-TAC, pp. 267-271, 2002.
  • [11] M. Romana, “DMR (Dam Mass Rating) An adaptation of RMR geomechanics classification for use in dams foundations”, Polytechnic University of Valencia, SPAIN, 2003.
  • [12] P.G. Somerville,"Magnitude scaling of the near fault rupture directivity pulse," Physics of the Earth and Planetary Interiors, vol. 137, pp. 201-212, 2003.
  • [13] E. Hoek, and M. S. Diederichs, “Empirical estimation of rock mass modulus”, International Journal of Rock Mechanics and Mining Sciences, vol. 43, Issue 2, pp. 203-215, 2006.
  • [14] E.T.Brown Golder, "Associates Pty Fifty years of ISRM and associated progress in rock mechanics," Ltd, Brisbane, Australia,2012.
There are 14 citations in total.

Details

Primary Language English
Subjects Civil Engineering
Journal Section Research Articles
Authors

Muhammet Karabulut 0000-0002-2887-248X

Murat Emre Kartal 0000-0003-3896-3438

Publication Date April 1, 2019
Submission Date February 13, 2018
Acceptance Date October 8, 2018
Published in Issue Year 2019 Volume: 23 Issue: 2

Cite

APA Karabulut, M., & Kartal, M. E. (2019). Seismic analysis of concrete arch dams considering hydrodynamic effect using Westergaard approach. Sakarya University Journal of Science, 23(2), 149-161. https://doi.org/10.16984/saufenbilder.394266
AMA Karabulut M, Kartal ME. Seismic analysis of concrete arch dams considering hydrodynamic effect using Westergaard approach. SAUJS. April 2019;23(2):149-161. doi:10.16984/saufenbilder.394266
Chicago Karabulut, Muhammet, and Murat Emre Kartal. “Seismic Analysis of Concrete Arch Dams Considering Hydrodynamic Effect Using Westergaard Approach”. Sakarya University Journal of Science 23, no. 2 (April 2019): 149-61. https://doi.org/10.16984/saufenbilder.394266.
EndNote Karabulut M, Kartal ME (April 1, 2019) Seismic analysis of concrete arch dams considering hydrodynamic effect using Westergaard approach. Sakarya University Journal of Science 23 2 149–161.
IEEE M. Karabulut and M. E. Kartal, “Seismic analysis of concrete arch dams considering hydrodynamic effect using Westergaard approach”, SAUJS, vol. 23, no. 2, pp. 149–161, 2019, doi: 10.16984/saufenbilder.394266.
ISNAD Karabulut, Muhammet - Kartal, Murat Emre. “Seismic Analysis of Concrete Arch Dams Considering Hydrodynamic Effect Using Westergaard Approach”. Sakarya University Journal of Science 23/2 (April 2019), 149-161. https://doi.org/10.16984/saufenbilder.394266.
JAMA Karabulut M, Kartal ME. Seismic analysis of concrete arch dams considering hydrodynamic effect using Westergaard approach. SAUJS. 2019;23:149–161.
MLA Karabulut, Muhammet and Murat Emre Kartal. “Seismic Analysis of Concrete Arch Dams Considering Hydrodynamic Effect Using Westergaard Approach”. Sakarya University Journal of Science, vol. 23, no. 2, 2019, pp. 149-61, doi:10.16984/saufenbilder.394266.
Vancouver Karabulut M, Kartal ME. Seismic analysis of concrete arch dams considering hydrodynamic effect using Westergaard approach. SAUJS. 2019;23(2):149-61.

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