Finite element models used in industrial studies for seismic structural reliability analysis are in general very complex and computationally intensive. This is due to the important number of degrees of freedom as well as to advanced damage models and failure modes that have to be simulated. In consequence, reliability studies are feasible only by means of simpler surrogate models able to represent essential physics. Then, the choice of an accurate surrogate or metamodel is crucial for uncertainty propagation and sensitivity analysis. The construction of a pertinent metamodel is however a not simple task when random uncertainties, not explained by the model parameters, have to be accounted for
The geometric, mechanical, material and loading parameters used to define the mechanics-based finite...
Current approaches for the seismic hazard assessment, are mainly based on the classical formulation ...
A simplified view of robustness and redundancy is presented for the seismic assessment and design of...
Finite element models used in industrial studies for seismic structural reliability analysis are in ...
ndustrial (FEM-) models used for seismic vulnerability analysis contain generally an important numbe...
State-of-the-art approaches to probabilistic assessment of seismic structural reliability are based ...
Seismic reliability analysis represents a critical stage in the structural design process. The respo...
International audienceIn civil engineering, a seismic fragility curve is popularly used to predict f...
The classic approach for computing seismic reliability of a structural system requires a seismic haz...
Progress in the field of earthquake engineering is moving fast towards the implementation of the con...
The problem of reliability analysis of randomly parametered, linear (or) nonlinear, structures Subje...
Finite element models of varying sophistication may be employed to determine a building’s seismic re...
International audienceIn nuclear applications, fragility curves are an essential element of the seis...
This paper proposes surrogate models (or metamodels) mapping the parameters controlling the dynamic ...
Abstract Model uncertainty is prevalent in probabilistic seismic hazard analysis (PSHA) because the ...
The geometric, mechanical, material and loading parameters used to define the mechanics-based finite...
Current approaches for the seismic hazard assessment, are mainly based on the classical formulation ...
A simplified view of robustness and redundancy is presented for the seismic assessment and design of...
Finite element models used in industrial studies for seismic structural reliability analysis are in ...
ndustrial (FEM-) models used for seismic vulnerability analysis contain generally an important numbe...
State-of-the-art approaches to probabilistic assessment of seismic structural reliability are based ...
Seismic reliability analysis represents a critical stage in the structural design process. The respo...
International audienceIn civil engineering, a seismic fragility curve is popularly used to predict f...
The classic approach for computing seismic reliability of a structural system requires a seismic haz...
Progress in the field of earthquake engineering is moving fast towards the implementation of the con...
The problem of reliability analysis of randomly parametered, linear (or) nonlinear, structures Subje...
Finite element models of varying sophistication may be employed to determine a building’s seismic re...
International audienceIn nuclear applications, fragility curves are an essential element of the seis...
This paper proposes surrogate models (or metamodels) mapping the parameters controlling the dynamic ...
Abstract Model uncertainty is prevalent in probabilistic seismic hazard analysis (PSHA) because the ...
The geometric, mechanical, material and loading parameters used to define the mechanics-based finite...
Current approaches for the seismic hazard assessment, are mainly based on the classical formulation ...
A simplified view of robustness and redundancy is presented for the seismic assessment and design of...