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.
2015
Inglese
Proceeding of the 4th ICEEP (International Conference on Energy and Environmental Protection) June, 3rd-4th 2015, Shenzhen, China
978-1-60595-264-2
DEStech Publications
Lancaster (Pennsylvania)
STATI UNITI D'AMERICA
728
732
5
WOS:000375561901001
4th International Conference on Energy and Environmental Protection (ICEEP)
Esperti anonimi
03/06/2015-04/06/2015
Shenzhen, China
internazionale
scientifica
dam; seismic analysis; non linear static analysis; masonry dam
no
4 Contributo in Atti di Convegno (Proceeding)::4.1 Contributo in Atti di convegno
Giresini, Linda; Puppio, MARIO LUCIO; Sassu, Mauro
273
3
4.1 Contributo in Atti di convegno
reserved
info:eu-repo/semantics/conferencePaper
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