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Study on the seismic performance of high-speed railway bridge piers reinforced by CFRP fiber reinforced ECC reinforcement measures
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DOI:10.1016/j.advengsoft.2026.104186.png)
Abstract
En 中文
• A new pier reinforcement measure was developed to improve seismic performance. • Tests and simulations show higher energy dissipation and lower dynamic responses. • Effects of ground motion intensity, ECC thickness and CFRP area were evaluated.
Keywords:
seismic performance
CFRP
ECC
bridge piers
reinforcement measures
Journal
IF:
5.7
Papers:
3.3K
Citations:
1.2W
