Development of a practical methodology for the analysis of gravity dams using the non-linear finite element method
In the classical design method for gravity dams, the designs are conducted in the linear elastic isotropic material domain. For many decades the so-called ‘classical method’ (or conventional method) was used to design gravity dams. This method is based on the Bernoulli shallow beam theory. Despite m...
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2013
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Online Access: | http://hdl.handle.net/2263/25769 2008 Please cite as follows Durieux, JH 2008, Development of a practical methodology for the analysis of gravity dams using the non-linear finite element method, MEng dissertation, University of Pretoria, Pretoria, viewed yymmdd < http://hdl.handle.net/2263/25769 > http://upetd.up.ac.za/thesis/available/etd-06232009-152815/ |
Internet
http://hdl.handle.net/2263/257692008 Please cite as follows Durieux, JH 2008, Development of a practical methodology for the analysis of gravity dams using the non-linear finite element method, MEng dissertation, University of Pretoria, Pretoria, viewed yymmdd < http://hdl.handle.net/2263/25769 >
http://upetd.up.ac.za/thesis/available/etd-06232009-152815/