activity
20142017
most citedAssessment of the lognormality assumption of seismic fragility curves using non-parametric representations

17 citations · 26 across the 4 of their papers we have counts for

collaborators

6 papers

stat.AP2017

Seismic fragility curves for structures using non-parametric representations

C. Mai, K. Konakli, B. Sudret

Fragility curves are commonly used in civil engineering to assess the vulnerability of structures to earthquakes. The probability of failure associated with a prescribed criterion…

stat.CO2016★ 1 cited

Surrogate models for oscillatory systems using sparse polynomial chaos expansions and stochastic time warping

Chu V. Mai, Bruno Sudret

Polynomial chaos expansions (PCE) have proven efficiency in a number of fields for propagating parametric uncertainties through computational models of complex systems, namely stru…

stat.ME2016★ 8 cited

Surrogate modelling for stochastic dynamical systems by combining NARX models and polynomial chaos expansions

C. V. Mai, M. D. Spiridonakos, E. N. Chatzi +1

The application of polynomial chaos expansions (PCEs) to the propagation of uncertainties in stochastic dynamical models is well-known to face challenging issues. The accuracy of P…

stat.ME2015

Hierarchical adaptive polynomial chaos expansions

Chu V. Mai, Bruno Sudret

Polynomial chaos expansions (PCE) are widely used in the framework of uncertainty quantification. However, when dealing with high dimensional complex problems, challenging issues n…

stat.CO2014

Computing derivative-based global sensitivity measures using polynomial chaos expansions

Bruno Sudret, Chu Van Mai

In the field of computer experiments sensitivity analysis aims at quantifying the relative importance of each input parameter (or combinations thereof) of a computational model wit…

stat.AP2014★ 17 cited

Assessment of the lognormality assumption of seismic fragility curves using non-parametric representations

Bruno Sudret, Chu Mai, Katerina Konakli

Fragility curves are commonly used in civil engineering to estimate the vulnerability of structures to earthquakes. The probability of failure associated with a failure criterion (…