University of Cagliari
Analysis of seismic risk on existing dams. Part II: an example of concrete structure
Puppio Mario Lucio;SASSU, MAURO
2015-01-01
Abstract
The paper deals with the analysis of a light-weight gravity concrete dam in Italy. Its mechanical properties are defined by means of experimental tests on the dam and the bedrock. A 3D finite element model was implemented in Strand 7 r.3.4 and the procedure described by the Italian code for dams was performed. Verification in terms of stresses, in non-linear range were made, to assess the structural safety and vulnerability to piping effects.
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| File | Size | Format | |
|---|---|---|---|
| (23)Analysis of seismic risk on existing dams Part 2-.pdf Solo gestori archivio
Type: versione editoriale
Size 1.02 MB
Format Adobe PDF
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1.02 MB | Adobe PDF | & nbsp; View / Open Request a copy |
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