An efficient method for incorporating modeling uncertainties into collapse fragility of steel structures

•A practical method is proposed to consider model uncertainties in collapse capacity.•Combined Monte Carlo with response surface method is used as reliability method.•Central composite with fractional factorial design is used to design experiments.•Bayesian inferential approach is adapted to conside...

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Veröffentlicht in:	Structural safety Jg. 88; S. 102009
Hauptverfasser:	Pourreza, F., Mousazadeh, M., Basim, M. Ch
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Amsterdam Elsevier Ltd 01.01.2021 Elsevier BV
Schlagworte:	Bayesian analysis Bayesian inferential approach Coefficient of variation Collapse Collapse fragility Computer applications Computing costs Computing time Design of experiments Deterioration Endurance time method Fatigue tests Fragility Monte Carlo sampling Monte Carlo simulation Nonlinear analysis Nonlinear dynamics Parameter uncertainty Probabilistic models Probability theory Random variables Regression analysis Reliability analysis Response surface Response surface methodology Statistical analysis Steel beams Steel columns Steel frames Steel structures Collapse fragility Endurance time method Response surface Bayesian inferential approach Monte Carlo sampling Design of experiments
ISSN:	0167-4730, 1879-3355
Online-Zugang:	Volltext
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