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.
Analysis of seismic risk on existing dams. Part II: an example of concrete structure / Puppio Mario, Lucio; Giresini, Linda; Sassu, Mauro. - (2015), pp. 1786-1790. (Intervento presentato al convegno 4th International Conference on Energy and Environmental Protection (ICEEP) tenutosi a Shenzen, China).
Analysis of seismic risk on existing dams. Part II: an example of concrete structure
Giresini Linda;
2015
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.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
