Upload
others
View
6
Download
0
Embed Size (px)
Citation preview
1 2016
1
Fragility curves and probabilistic floor spectra module
2
Why?
• Uncertainty / uncertainties are part of the life of any system: uses, environment, choice of
architecture
• Yet the engineer seeks to design and maintain systems Robust: insensitive to variations of environment or use in particular
Reliable: with guaranteed performances over a fixed lifetime
And economic (to produce and / or maintain)!
How? For 15 years, Phimeca approach has been based on conjugation
• From the modeling of physics: 3D modeling (finite elements) or 0D / 1D modeling
• From data modeling: data mining or expert models
• In compliance with regulatory frameworks
Phimeca: Robust engineering
3
Seismic Probabilistic Safety Analysis
Fre
qu
en
cy o
f e
xce
ed
ance
Intensity measure
Seismic Hazard
Even
t tr
ee System analysis
Pro
bab
ility
d
en
sity
Frequency
Releases frequencies Consequences • Atmospheric
Dispersion • Health • Evacuation • …
Intensity measure
Component fragility
Co
nd
itio
nal
P
rob
abili
ty o
f f
ailu
re
Methods Observations Expert judgement Numerical Simulation
Context
4
Context
Earthquakes Soils/Buildings Equipments
Seismic hazard Civil engineering Structural analyses
Seismic hazard Soil
Building 1
Building 2
Equipment 1
Equipment 2
Equipment 3
Equipment 4
Exemple :
To face the safety, security and environmental challenges
5
Objectives
Fragility module
Deterministic
analysis
Hazard
Model parameters
Soil impedances
Probabilistic post-processing
Fragility curves
Probabilistic floor spectra
Accelerograms
Structural analysis
study
6
Objectives
Fragility module in SALOME Platform
« Model definition »
« Seismic signals »
« Soil »
« Uncertainties »
« Fragility curves »
« Probabilistic floor spectra »
7
Model definition
To define the deterministic seismic analysis to be performed (commands files, mesh
files, …)
8
Seismic signals
To apply seismic signals (natural or previously generated) defined in files
To generate synthetic accelerograms using GENE_ACCE_SEISME command of
Code_Aster;
• « Add » : To define general characteristics of the seismic signals
9
Seismic signals
• « Signals type » : to define the type of the seismic signal
10
Seismic signals
• « Signals type » : to define the type of the seismic signal
11
Deterministic modeling of the soil
Probabilistic modeling of the soil
• Between a set of soil characteristics
• Using random variables for soil characteristics
• …
Soil
12
The shape of this interface will be based on PhimecaSoft or OpenTURNS interface in SALOME-
MECA platform ;
Uncertainties
13
To build fragility curves from previous analyses
To build fragility curves from current analyses
Fragility curves
14
To perform probabilistic floor spectra
Post-processing points
Probabilistic floor spectra
15
Next steps
Beta version without soil modeling
Version in Salomé-Méca for EDF users
Beta version with soil modeling
16
In summary, Fragility curves and probabilistic floor
spectra module aims at helping engineers
To work with better ergonomics
To capitalize their works
To have a better productivity
To increase the quality of the studies
To reduce tedious and boring tasks