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Using Shake-Table Tests of a Large-Scale Self-Centering Tall-Pier Bridge to Investigate Seismic Performance
Publisher: American Society of Civil Engineers
Abstract: A novel self-centering (SC) tall-pier bridge system is proposed to improve the seismic performance of tall-pier bridges (pier height >40 m). The system features tall piers with unbonded post-tensioned (PT) tendons at ...
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