Analysis of seismic risk on existing dams. Part II: an example of concrete structure

Puppio Mario Lucio;SASSU, MAURO
2015-01-01

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.
2015
Inglese
Proceedings 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
1786
1790
5
WOS:000375561902048
4th International Conference on Energy and Environmental Protection (ICEEP)
Contributo
Esperti anonimi
03/06/2015-04/06/2015
Shenzen, China
internazionale
scientifica
dam; seismic analysis; non linear static analysis; lightweight gravity concrete dam
dam; seismic analysis; non linear static analysis; lightweight gravity concrete dam
no
4 Contributo in Atti di Convegno (Proceeding)::4.1 Contributo in Atti di convegno
Puppio, MARIO LUCIO; Giresini, Linda; Sassu, Mauro
273
3
4.1 Contributo in Atti di convegno
reserved
info:eu-repo/semantics/conferencePaper
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