Effect of the vertical earthquake component on nonlinear behavior of an arch dam having a foundation with discontinuities-Reference-Cited by-同舟云学术

Effect of the vertical earthquake component on nonlinear behavior of an arch dam having a foundation with discontinuities

Published:2019-12-01 Issue:2 Volume:4 Page:69-78
ISSN:2345-4296
Container-title:Numerical Methods in Civil Engineering
language:en
Short-container-title:NMCE

Author:

Mostafaei H.,Behnamfar F., ,

Publisher

CMV Verlag

Link

http://nmce.kntu.ac.ir/article-1-257-en.pdf

Reference13 articles.

1. [1] Y. Ghanaat, "Failure modes approach to safety evaluation of dams," in 13th world Conference on Earthquake Engineering, Vancouver, Canada 2004.

2. Analysis of the stability of rock slopes

3. [3] M. Sohrabi Gilani, R. Feldbacher, and G. Zenz, "Stability of dam abutment including seismic loading," presented at the 10th ICOLD Benchmark Workshop, Paris, 2009.

4. A Comparative Study of Rock Wedge Stability of an Arch Dam Abutment Subjected to Static and Seismic Loading

5. Effect of Foundation Nonlinearity on Seismic Response of an Existing Arch Dam

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