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For the assessment of the structural performance and the influence of the various soil structure interaction numerical simulation models, fragility analysis is applied by considering four limit-states.
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The efficacy of the model is illustrated for seismic fragility analysis of a full-scale piping system in a hospital with fragile 2″ T-joint connections.
A multi-span simply supported (MSSS) bridge was selected to showcase how to implement the proposed corrosion damage model in the time-dependent seismic fragility analysis of RC bridges.
Based on Monte Carlo simulation and a specific fragility analysis methodology, a set of landslide fragility curves were derived.
Two bridge models are used for the time-dependent fragility analysis.
The fragility analysis of the building models suggests that buildings non-conforming to the SCWB design criterion lead to unacceptably high probabilities of collapse (up to 60% in the case of mid-rise buildings) for the MCE hazard level.
For the fragility analysis the 5.21 FBA model for iGT196 was used as the starting point.
Fragility analysis is subsequently conducted using curves modelled with log-normal complementary cumulative distribution functions and surfaces modelled using logistic regression.
In this paper, the model is implemented to conduct a probabilistic seismic fragility analysis of a three-span continuous box girder bridge accounting for uncertainties in establishing bridge geometry, material properties, ground motion and corrosion parameters.
The vulnerability of the structure is estimated by fragility analysis based on fitting the numerical models of the structural response in different seismic intensity levels to the experimental data.
In this study the Brookhaven National laboratory benchmark model of a piping system was considered for the fragility analysis.
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