Research Article

NONLINEAR SEISMIC BEHAVIOR OF A HISTORICAL DAM FOR DIFFERENT SOIL GROUPS

Volume: 36 Number: 4 December 1, 2018
  • Musa Yetkin
  • Yusuf Calayır
  • Erkut Sayın
  • Muhammet Karaton

NONLINEAR SEISMIC BEHAVIOR OF A HISTORICAL DAM FOR DIFFERENT SOIL GROUPS

Abstract

In this study, effect of soil flexibility on non-linear seismic response of historical Sultan Mahmut dam which is constructed as masonry arch dam type is investigated. Crest displacement and damage of the dam are evaluated. Smeared crack model which includes the strain softening is used in the nonlinear analysis for the behavior of dam material. Reservoir and soil domains are assumed to be linear elastic. Solid-fluid interaction is considered by Eulerian approach. For seismic input, artificial acceleration records are generated for four different soil groups (A, B, C and D) considering D2 seismic level. These records are acted in the stream direction to the dam-soil-reservoir system. Effect of soil flexibility on seismic response of the dam is evaluated for each soil group. ANSYS finite element program is used for the solutions

Keywords

References

  1. ⦁ Modena, C., Valluzzi, M.R., Tongini, F.R., and Binda L., “Design choices and intervention techniques for repairing and strengthening of the Monza Cathedral Bell-Tower”, Constr. Build. Mater., 16, 385-395, 2002.
  2. ⦁ Betti, M., and Vignoli, A., “Modelling and analysis of a Romanesque Church under earthquake loading: Assessment of seismic resistance”, Engineering Structures, 30, 352–367, 2008.
  3. ⦁ Riva, P., Perotti, F., Guidoboni, E., and Boschi, E., “Seismic analysis of the Asinelli Tower and earthquakes in Bologna”, Soil Dynamics and Earthquake Engineering, 17(7-8), 525-550, 1998.
  4. ⦁ Fanning, P.J., and Boothby, T.E., “Three-dimensional modeling and full-scale testing of stone arch bridges”, Computers and Structures, 79, 2645-2662, 2001.
  5. ⦁ Bernardeschi, K., Padovani, C., and Pasquinelli, G., “Numerical modeling of the structural behavior of Buti’s Bell Tower”, J. Cultural Heritage, 5, 371-378, 2004.
  6. ⦁ Bayraktar, A., Şahin, A., Özcan, D., and Yıldırım, F., “Numerical damage assessment of Hagia Sophia Bell Tower by nonlinear FE modelling”, Applied Mathematical Modelling, 34, 92-121, 2010.
  7. ⦁ Mridha, S., and Maity, D., “Experimental investigation on nonlinear dynamic response of concrete gravity dam-reservoir system”, Engineering Structures, 80, 289-297, 2014.
  8. ⦁ Soumya, Pandey, A.D., Das, R., Mahesh, M.J., Anvesh, S., and Saini, P., “Structural analysis of a historical dam” Procedia Engineering, 144, 140-147, 2016.

Details

Primary Language

English

Subjects

-

Journal Section

Research Article

Authors

Yusuf Calayır This is me
0000-0002-6387-5360
Türkiye

Muhammet Karaton This is me
0000-0002-1498-4659
Türkiye

Publication Date

December 1, 2018

Submission Date

May 9, 2018

Acceptance Date

July 25, 2018

Published in Issue

Year 2018 Volume: 36 Number: 4

APA
Yetkin, M., Calayır, Y., Sayın, E., & Karaton, M. (2018). NONLINEAR SEISMIC BEHAVIOR OF A HISTORICAL DAM FOR DIFFERENT SOIL GROUPS. Sigma Journal of Engineering and Natural Sciences, 36(4), 1009-1022. https://izlik.org/JA38NL37UH
AMA
1.Yetkin M, Calayır Y, Sayın E, Karaton M. NONLINEAR SEISMIC BEHAVIOR OF A HISTORICAL DAM FOR DIFFERENT SOIL GROUPS. SIGMA. 2018;36(4):1009-1022. https://izlik.org/JA38NL37UH
Chicago
Yetkin, Musa, Yusuf Calayır, Erkut Sayın, and Muhammet Karaton. 2018. “NONLINEAR SEISMIC BEHAVIOR OF A HISTORICAL DAM FOR DIFFERENT SOIL GROUPS”. Sigma Journal of Engineering and Natural Sciences 36 (4): 1009-22. https://izlik.org/JA38NL37UH.
EndNote
Yetkin M, Calayır Y, Sayın E, Karaton M (December 1, 2018) NONLINEAR SEISMIC BEHAVIOR OF A HISTORICAL DAM FOR DIFFERENT SOIL GROUPS. Sigma Journal of Engineering and Natural Sciences 36 4 1009–1022.
IEEE
[1]M. Yetkin, Y. Calayır, E. Sayın, and M. Karaton, “NONLINEAR SEISMIC BEHAVIOR OF A HISTORICAL DAM FOR DIFFERENT SOIL GROUPS”, SIGMA, vol. 36, no. 4, pp. 1009–1022, Dec. 2018, [Online]. Available: https://izlik.org/JA38NL37UH
ISNAD
Yetkin, Musa - Calayır, Yusuf - Sayın, Erkut - Karaton, Muhammet. “NONLINEAR SEISMIC BEHAVIOR OF A HISTORICAL DAM FOR DIFFERENT SOIL GROUPS”. Sigma Journal of Engineering and Natural Sciences 36/4 (December 1, 2018): 1009-1022. https://izlik.org/JA38NL37UH.
JAMA
1.Yetkin M, Calayır Y, Sayın E, Karaton M. NONLINEAR SEISMIC BEHAVIOR OF A HISTORICAL DAM FOR DIFFERENT SOIL GROUPS. SIGMA. 2018;36:1009–1022.
MLA
Yetkin, Musa, et al. “NONLINEAR SEISMIC BEHAVIOR OF A HISTORICAL DAM FOR DIFFERENT SOIL GROUPS”. Sigma Journal of Engineering and Natural Sciences, vol. 36, no. 4, Dec. 2018, pp. 1009-22, https://izlik.org/JA38NL37UH.
Vancouver
1.Musa Yetkin, Yusuf Calayır, Erkut Sayın, Muhammet Karaton. NONLINEAR SEISMIC BEHAVIOR OF A HISTORICAL DAM FOR DIFFERENT SOIL GROUPS. SIGMA [Internet]. 2018 Dec. 1;36(4):1009-22. Available from: https://izlik.org/JA38NL37UH

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