Dergiler / Challenge Journal of Structural Mechanics / 2017 / Cilt: 3 - Sayı: 2

Elastic foundation effects on arch dams

Sayfa
102–107
DOI
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⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

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.

📌 3 Maddede Bu Makale

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Amaç & Hipotez:Earthquake response of an arch dam should be calculated under ground motion ef-fects.
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Temel Bulgular & Veri:For this purpose, the Type 3 double curva-ture arch dam was selected for application.
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Sonuç & Katkı: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.
🔬Tür:Modelleme & Sayısal Simülasyon
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:Alan Parametreleri

Özet

Earthquake response of an arch dam should be calculated under ground motion ef-fects. This study presents three-dimensional linear earthquake response of an arch dam. Thereby, we considered different ground motion effects and also foundation conditions in the finite element analyses. For this purpose, the Type 3 double curva-ture arch dam was selected for application. All numerical analyses are carried out by SAP2000 program for empty reservoir cases. In the scope of this study, linear modal time-history analyses are performed using three dimensional finite element model of the arch dam and arch dam-foundation interaction systems. According to numeri-cal analyses, maximum horizontal displacements and maximum normal stresses are presented by dam height in the largest section. These results are evaluated for rigid and various elastic foundation conditions. 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.

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Bu Makaleye Atıf Yap

KARABULUT, M., KARTAL, M. E., CAPAR, O. F., ÇAVUŞLİ, M. (2017). Elastic foundation effects on arch dams. Challenge Journal of Structural Mechanics, Cilt: 3 - Sayı: 2, 102–107. https://ajindex.com/articles/144845

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Kaynakça (6)

  1. Calamak M, Arıcı Y, Yanmaz AM (2013). An evaluation on the develop-ment on dam engineering in Turkey. Department of Civil Engineer-ing, METU, Çankaya, Ankara, December (in Turkish). Davoodib M, Jafarib MK, Hadiani N (2013) Seismic response of em-bankment dams under near-fault and far-field ground motion exci-tation. Engineering Geology, 158, 66–76.
  2. Dennis TL (1968). Arch Dams: A review of British research and devel-opment. Proceedings of the Symposium Held at the Institution of Civil Engineers, London, England. Gercek H (2007). Poisson’s ratio values for rocks. International Journal of Rock Mechanics & Mining Sciences, 44, 1–13,
  3. Zonguldak, Turkey Hoek E, Carranza-Torres C, Corkum B (2002). Hoek-Brown Failure Cri-terion – 2002 Edition. 5th North American Rock Mechanics Sympo-sium and 17th Tunneling Association of Canada Conference: NARMS-TAC, 267-271.
  4. Hoek E, Diederichs MS (2006). Empirical estimation of rock mass mod-ulus. International Journal of Rock Mechanics and Mining Sciences, 43(2), 203-215.
  5. Hudson JA (1989). Rock Mechanics Principles in Engineering Practice. Butterworths, London Mirzaei E, Vahdani S, Mirghaderi R (2010). Seismic analysis of double curved arch dams based performance. Proceedings of the World Congress on Engineering and Computer Science (WCECS), 2, San Francisco, USA. Mosallam AS, Banerjee S (2007). Shear enhancement of reinforced con-crete beams strengthened with FRP composite laminates. Compo-sites: Part B, 38(5-6), 781–93.
  6. Romana M (2003). DMR (Dam Mass Rating): An adaptation of RMR ge-omechanics classification for use in dams foundations. 10th ISRM Congress, Sandton, South Africa.