Ci sono 200 Documenti in archivio.
21/10/2011: Eleventh Benchmark Workshop on Numerical Analysis of Dams – Theme C, Atti Convegni, Materiali di AA. VV.
21/10/2011: Eleventh Benchmark Workshop on Numerical Analysis of Dams – Theme D, Atti Convegni, Materiali di AA. VV.
21/10/2011: Eleventh Benchmark Workshop on Numerical Analysis of Dams – Theme B, Atti Convegni, Materiali di AA. VV.
21/10/2011: Eleventh Benchmark Workshop on Numerical Analysis of Dams – Theme A, Atti Convegni, Materiali di AA. VV.
18/09/2009: Tenth Benchmark Workshop on Computational Aspects of Analysis & Design of Dams – Theme B, Atti Convegni, Materiali di AA. VV.
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, abutment stability assessments shall be performed using conventional (Londe Method) and/or finite element techniques.
18/09/2009: Tenth Benchmark Workshop on Computational Aspects of Analysis & Design of Dams – Theme A, Atti Convegni, Materiali di AA. VV.
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, abutment stability assessments shall be performed using conventional (Londe Method) and/or finite element techniques.
18/09/2009: Tenth Benchmark Workshop on Computational Aspects of Analysis & Design of Dams – Theme C, Atti Convegni, Materiali di AA. VV.
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, abutment stability assessments shall be performed using conventional (Londe Method) and/or finite element techniques.
