Using DOProC method in reliability assessment of steel elements exposed to fatigue
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[1] Martin Krejsa,et al. Structural Reliability Analysis Using DOProC Method , 2016 .
[2] Stanislav Seitl,et al. Fatigue crack behaviour: comparing three-point bend test and wedge splitting test data on vibrated concrete using Paris' law , 2016 .
[3] Natasha Smith,et al. Bayesian networks for system reliability reassessment , 2001 .
[4] Zdeněk Poruba,et al. Influence of mean stress and stress amplitude on uniaxial and biaxial ratcheting of ST52 steel and its prediction by the AbdelKarim-Ohno model , 2016 .
[5] Maciej Major,et al. TRAVELING WAVES IN A THIN LAYER COMPOSED OF NONLINEAR HYPERELASTIC ZAHORSKI'S MATERIAL , 2009 .
[6] Martin Krejsa,et al. Probabilistic prediction of fatigue damage based on linear fracture mechanics , 2016 .
[7] Juraj Králik,et al. Failure Probability of NPP Communication Bridge under the Extreme Loads , 2014 .
[8] Martin Moravcik,et al. Determination of Railway Bridges Loading Capacity , 2015 .
[9] Daniel Straub,et al. Reliability analysis and updating of deteriorating systems with dynamic Bayesian networks , 2016 .
[10] M. Krejsa,et al. Inspection Based Probabilistic Modeling of Fatigue Crack Progression , 2016 .
[11] Martin Krejsa,et al. Determination of Inspections of Structures Subject to Fatigue , 2011 .