Seismic Behavior of a Bridge with New Composite Tall Piers under Near-Fault Ground Motion Conditions

Seismic Behavior of a Bridge with New Composite Tall Piers under Near-Fault Ground Motion Conditions

Currently, the seismic designs of reinforced concrete (RC) bridges with tall piers are often accomplished following the ductility-based seismic design method. Though the collapses of the RC bridges with tall piers can be avoided, they are likely to experience major damage and loss of functionality w...

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Bibliographic Details
Main Authors: Zhehan Cai, Zhijian Wang, Kaiqi Lin, Ying Sun, Weidong Zhuo
Format: Article
Language:English
Published: MDPI AG 2020-10-01
Series:Applied Sciences
Subjects:
tall-pier bridge
seismic resilience
composite box pier
energy dissipating mild steel plate
replaceable component
velocity pulse
Online Access:https://www.mdpi.com/2076-3417/10/20/7377

Internet

https://www.mdpi.com/2076-3417/10/20/7377

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