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.
Titolo: | Analysis of seismic risk on existing dams. Part II: an example of concrete structure | |
Autori: | ||
Data di pubblicazione: | 2015 | |
Handle: | http://hdl.handle.net/11584/189813 | |
ISBN: | 978-1-60595-264-2 | |
Tipologia: | 4.1 Contributo in Atti di convegno |
File in questo prodotto:
File | Descrizione | Tipologia | Licenza | |
---|---|---|---|---|
(23)Analysis of seismic risk on existing dams Part 2-.pdf | versione editoriale | Administrator Richiedi una copia |
I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.