Effect of foundation in dynamic analysis of concrete gravity dams
In this paper, nonlinear dynamic analysis of concrete gravity dams was studied. To investigate the effect of dam-reservoir-foundation interaction, a two-dimensional approach was used including the finite element method, and smeared crack approach. The dam-reservoir interaction is solved by staggered...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
Croatian Association of Civil Engineers
2012-09-01
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Series: | Građevinar |
Online Access: | https://doi.org/10.14256/JCE.713.2011 |