Analysis of seismic risk on existing dams. Part I: an example of masonry structure
Puppio Mario Lucio;SASSU, MAURO
2015-01-01
Abstract
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.File | Size | Format | |
---|---|---|---|
(23)Analysis of seismic risk on existing dams.pdf Solo gestori archivio
Type: versione editoriale
Size 584.02 kB
Format Adobe PDF
|
584.02 kB | Adobe PDF | & nbsp; View / Open Request a copy |
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.