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What is Dynamic Response Analysis of Bridge Precast Segment Piers Under Vehicle Collision about?

This study investigates the dynamic response and failure modes of bridge precast segment piers under vehicle collision, highlighting the economic impact of such accidents. Numerical models were developed to compare the performance of precast segment piers with traditional cast-in-place piers, revealing that precast piers exhibit less damage and lower peak impact forces. Factors such as impact velocity, concrete strength, pre-stressing level, and segment count were analyzed, with findings indicating that the

Author

civil-chenlin

Language

EN