Influence of Reservoir Level on the Dynamic Behaviour of Concrete Gravity Dam

Author:

Biju P. N.,Joseph Glory

Publisher

Springer Singapore

Reference8 articles.

1. Caliyar Y, Dumanoglu AA, Bayraktar A (1996) Earthquake analysis of gravity dam reservoir using Eulerian and Lagrangian approaches. Comput Struct 58(5):877–890

2. Bayraktar A, Dumanoglu AA, Caliyar Y (1996) Asynchronous dynamic analysis of Dam reservoir foundation system by the Lagrangian approach. Comput Struct 58(5):925–935

3. Khan Mohammad K, Vaseghi Amiri J, Navayineya B, Davoodi M (2009) Evaluation of Eulerian and Lagrangian method in analysis of concrete gravity dam including dam water foundation interaction. World Acad Sci Eng Technol 3:10–20

4. Khosravi S, Mehate Heydari M (2015) Design and modal analysis of gravity dam by Ansys parametric design language. Eng Phys Sci Walailak J S & Tech 12(2):167–180

5. Federal Energy Commission Guideline (1999) Division of dam safety inspection, Washington DC

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