The paper deals with the analysis of a gravity masonry 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 Abaqus and the analysis suggested by the Italian code for dams was performed. Verifications in terms of stresses, in non-linear range assuming a concrete damaged plasticity model for masonry, were made, showing their compatibility with both tensile and compressive strengths.
Titolo: | Analysis of seismic risk on existing dams. Part I: an example of masonry structure | |
Autori: | ||
Data di pubblicazione: | 2015 | |
Handle: | http://hdl.handle.net/11584/189845 | |
ISBN: | 978-1-60595-264-2 | |
Tipologia: | 4.1 Contributo in Atti di convegno |
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