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Recent developments of the NESSUS probabilistic structural analysis computer program
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1992
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EngineeringMechanical EngineeringComputer-aided DesignStructural OptimizationStructural EngineeringStructural IdentificationReliability EngineeringBoundary ConditionsGeometric ModelingProgressive Crack PropagationStructural Health MonitoringStructural DesignStructural ReliabilityComputer ScienceReliability PredictionRecent DevelopmentsReliability ModellingFatigue PredictionCivil EngineeringProbabilistic AnalysisStructural AnalysisStructural MechanicsConstruction Engineering
The NESSUS probabilistic structural analysis computer program combines state-of-the-art probabilistic algorithms with general purpose structural analysis methods to compute the probabilistic response and the reliability of engineering structures. Uncertainty in loading, material properties, geometry, boundary conditions and initial conditions can be simulated. The structural analysis methods include nonlinear finite element and boundary element methods. Several probabilistic algorithms are available such as the advanced mean value method and the adaptive importance sampling method. The scope of the code has recently been expanded to include probabilistic life and fatigue prediction of structures in terms of component and system reliability and risk analysis of structures considering cost of failure. The code is currently being extended to structural reliability considering progressive crack propagation. Several examples are presented to demonstrate the new capabilities.
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