Earthquakes and Structures

  • 제3권3_4호
  • /
  • Pages.457-471
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  • 2012
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  • 2092-7614(pISSN)
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  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Evaluation of dam strength by finite element analysis

  • Papaleontiou, Chryssis G. (Department of Civil Engineering and Geomatics, The Cyprus University of Technology) ;
  • Tassoulas, John L. (Department of Civil, Architectural and Environmental Engineering The University of Texas at Austin)
  • 투고 : 2011.10.28
  • 심사 : 2012.04.10
  • 발행 : 2012.06.25
⟨ 이전 논문 다음 논문 ⟩

초록

Current code procedures for stress and stability analysis of new and existing concrete-gravity dams are primarily based on conventional methods of analysis. Such methods can be applied in a straightforward manner but there has been evidence that they may be inaccurate or, possibly, not conservative. This paper presents finite element modeling and analysis procedures and makes recommendations for local failure criteria at the dam-rock interface aimed at predicting more accurately the behavior of dams under hydraulic and anchoring loads.

키워드

참고문헌

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피인용 문헌

  1. Arrival direction effects of travelling waves on nonlinear seismic response of arch dams vol.18, pp.2, 2016, https://doi.org/10.12989/cac.2016.18.2.179
  2. A foundation treatment optimization approach study in hydraulic engineering vol.15, pp.2, 2018, https://doi.org/10.12989/eas.2018.15.2.215