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Simplified prediction of wind-induced response and stability limit of slender long-span suspension bridges, based on modified quasi-steady theory: A case study

Suspension StructureBridge DesignEngineeringCivil EngineeringStructural EngineeringStructural AnalysisStability LimitAerodynamicsStructural MechanicsVibration ControlModified Quasi-steady TheoryStructural VibrationSimplified PredictionStability