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Lead-rubber-bearing with negative stiffness springs (LRB-NS) for base-isolation seismic design of resilient bridges: A theoretical feasibility study

Theoretical Feasibility StudyBridge DesignEngineeringCivil EngineeringSeismic IsolationStructural PerformanceBase-isolation Seismic DesignStructural SystemStructural MechanicsVibration ControlStructural EngineeringNegative Stiffness Springs