Anno Costituzione: 2017
Chairman: G. Mazzà |
Membri del Gruppo: M. Fanelli - Corresponding Member; | Lista Paesi Membri
- Prepare recommendations on the role and capabilities of numerical models to deal with problems relevant to dams throughout their life cycle (design, construction, operation, maintenance, rehabilitation, etc.).
- Organize Benchmark Workshops to compare numerical models between one another and/or with reference solution, including the dissemination and publication of results.
- Prepare recommendations on how computational methods can be used to estimate risks and account for uncertainties inherent to dams.
- Review and consolidate the “state of the art” on new probabilistic approaches to traditionally deterministic inputs and outcomes of numerical modeling.
- Propose lines of research aiming at establishing valid numerical models for the solution of dam problems presently not amenable to reliable numerical treatment.
- 13th Benchmark Workshop on Numerical Analysis of Dams
- Twelfth Benchmark Workshop on Numerical Analysis of Dams – Theme A
- Twelfth Benchmark Workshop on Numerical Analysis of Dams – Theme B
- Eleventh Benchmark Workshop on Numerical Analysis of Dams – Theme A
- Eleventh Benchmark Workshop on Numerical Analysis of Dams – Theme B
- Eleventh Benchmark Workshop on Numerical Analysis of Dams – Theme C
- Eleventh Benchmark Workshop on Numerical Analysis of Dams – Theme D
- Tenth Benchmark Workshop on Computational Aspects of Analysis & Design of Dams – Theme A
The problem statement shall consist of the static and seismic stability assessment of a three-dimensional multi-facetted rock “wedge” of an arch dam abutment. Firstly, dam-rock interface forces shall be evaluated from a finite element model and then, a …
- Tenth Benchmark Workshop on Computational Aspects of Analysis & Design of Dams – Theme B
The problem statement shall consist of the static and seismic stability assessment of a three-dimensional multi-facetted rock “wedge” of an arch dam abutment. Firstly, dam-rock interface forces shall be evaluated from a finite element model and then, a …
- Tenth Benchmark Workshop on Computational Aspects of Analysis & Design of Dams – Theme C
The problem statement shall consist of the static and seismic stability assessment of a three-dimensional multi-facetted rock “wedge” of an arch dam abutment. Firstly, dam-rock interface forces shall be evaluated from a finite element model and then, a …
- Ninth Benchmark Workshop on Numerical Analysis of Dams
- Eigth Benchmark Workshop on Numerical Analysis of Dams
- Seventh Benchmark Workshop on Numerical Analysis of Dams
- Sixth Benchmark Workshop on Numerical Analysis of Dams – Theme A
- Sixth Benchmark Workshop on Numerical Analysis of Dams – Theme B
- Sixth Benchmark Workshop on Numerical Analysis of Dams – Theme C
- Fifth Benchmark Workshop on Numerical Analysis of Dams
- Fourth Benchmark Workshop on Numerical Analysis of Dams
- Third Benchmark Workshop on Numerical Analysis of Dams – Theme A
- Third Benchmark Workshop on Numerical Analysis of Dams – Theme A
- Third Benchmark Workshop on Numerical Analysis of Dams – Theme B1
- Third Benchmark Workshop on Numerical Analysis of Dams – Theme B2
- Second Benchmark Workshop on Numerical Analysis on Dams
- First Benchmark Workshop on Numerical Analysis of Dams