This document describes a procedure to be followed to evaluate seismic hydrodynamic forces acting on 2D models of gravity dams. To meet objectives of this procedure a number of computer programs had to be developed together with a modification of the core program BEMC.2D based on the constant boundary element formulation. At the beginning of this chapter, the short description of the procedure is presented. The rest of this document covers user's guides to these programs together with a numerical example. Listings of them and references are also included.On d\ue9crit dans ce document une proc\ue9dure \ue9labor\ue9e pour l'\ue9valuation des forces sismiques hydrodynamiques qui agissent sur des mod\ue8les bidimensionnels de barrages poids. Po...
Critically evaluates several theories used in the assessment of the hydrodynamic strain which may be...
International audienceAbstract The dam is considered a huge structure that has multiple purposes in ...
A simplified procedure to estimate possible base sliding of concrete gravity dams induced by an eart...
The constant boundary element method is used to assess the effect of the location of a transmitting ...
A gravity dam is designed to retain water by using its self-weight to resist hydro-pressure of the r...
The boundary element method has been successfully applied in the past to the analysis of hydrodynami...
La modélisation des problèmes d'interactions sol-structure et fluide-structure couvre plusieurs doma...
Earthquakes are a significant factor in the design and safety evaluation of dams and, in this contex...
Analytical expressions for the determination of hydro-seismic forces acting on a rigid dam with irre...
A computational model is developed to analyze the hydrodynamic behavior of dam reservoirs during ear...
Large volume, gravity structures are used as storage tanks in offshore development. To design the...
Many earth dams around the world are located in zones characterised by moderate to high seismicity. ...
Modeling fluid-structure and soil-structure interaction problems covers several research fields deal...
Evaluating the seismic performance of concrete dams requires nonlinear dynamic analysis of two- or t...
Dams are hydraulic structures built across rivers to create reservoirs, which provide essential serv...
Critically evaluates several theories used in the assessment of the hydrodynamic strain which may be...
International audienceAbstract The dam is considered a huge structure that has multiple purposes in ...
A simplified procedure to estimate possible base sliding of concrete gravity dams induced by an eart...
The constant boundary element method is used to assess the effect of the location of a transmitting ...
A gravity dam is designed to retain water by using its self-weight to resist hydro-pressure of the r...
The boundary element method has been successfully applied in the past to the analysis of hydrodynami...
La modélisation des problèmes d'interactions sol-structure et fluide-structure couvre plusieurs doma...
Earthquakes are a significant factor in the design and safety evaluation of dams and, in this contex...
Analytical expressions for the determination of hydro-seismic forces acting on a rigid dam with irre...
A computational model is developed to analyze the hydrodynamic behavior of dam reservoirs during ear...
Large volume, gravity structures are used as storage tanks in offshore development. To design the...
Many earth dams around the world are located in zones characterised by moderate to high seismicity. ...
Modeling fluid-structure and soil-structure interaction problems covers several research fields deal...
Evaluating the seismic performance of concrete dams requires nonlinear dynamic analysis of two- or t...
Dams are hydraulic structures built across rivers to create reservoirs, which provide essential serv...
Critically evaluates several theories used in the assessment of the hydrodynamic strain which may be...
International audienceAbstract The dam is considered a huge structure that has multiple purposes in ...
A simplified procedure to estimate possible base sliding of concrete gravity dams induced by an eart...