Shaking Table Tests on Wrap Rope Connect Device for Continuous-Beam Bridges with Different Pier Heights

<div>Acceleration time-history curve under Tianjin ground motion. (a) Time-history curve of the acceleration response of the top of active pier #1. (b) Time-history curve of the acceleration response of fixed pier #2.</div>

Advances in Civil Engineering

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Figure 9

Figure 9: Shaking Table Tests on Wrap Rope Connect Device for Continuous-Beam Bridges with Different Pier Heights 