Experimental study on the rate-dependency of reinforced concrete structures using slow and real-time hybrid simulations
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文摘
Improved rate-dependency study for an RC structure under different loading rates. Rate-dependency effect of an RC pier on the global response of a bridge. Increased strength/energy dissipation/equivalent damping under fast loading rate. Reduced displacement response with real-time hybrid simulation. About the same acceleration response between slow and real-time hybrid simulations.

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