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Inelastic response analysis of bridges subjected to non-stationary seismic excitations by efficient MCS based on explicit time-domain method

Bridge DesignEngineeringSeismic AnalysisCivil EngineeringStructural Health MonitoringStructural AnalysisInelastic Response AnalysisEfficient McsExplicit Time-domain MethodStructural DynamicStructural OptimizationComputational MechanicsStructural MechanicsVibration ControlStructural EngineeringStructural Vibration