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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Hlavní autoři:	Zhehan Cai, Zhijian Wang, Kaiqi Lin, Ying Sun, Weidong Zhuo
Médium:	Artigo
Jazyk:	Inglês
Vydáno:	MDPI AG 2020-10-01
Edice:	Applied Sciences
Témata:	tall-pier bridge seismic resilience composite box pier energy dissipating mild steel plate replaceable component velocity pulse
On-line přístup:	https://www.mdpi.com/2076-3417/10/20/7377
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