Quasi-static tests and seismic fragility analysis of RC bridge piers with high-strength steel bars and high-strength/ultra-high performance concrete
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference72 articles.
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Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Design method and seismic vulnerability of bridges using UHPC-NSC composite pier;Engineering Structures;2024-08
2. Experimental investigation into corrosion effect on buckling and low-cycle fatigue performance of high-strength steel bars;Engineering Structures;2024-08
3. Seismic performance of railway bridges with novel ductile piers under near-fault earthquakes;Transportation Geotechnics;2024-05
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