Risk-based seismic design of diagonal self-centering shape-memory alloy wire-based bracing system in multi-column bent bridges
Author:
Funder
National Research Foundation of Korea
Ministry of Science, ICT and Future Planning
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference105 articles.
1. Development and experimental validation of a nickel–titanium shape memory alloy self-centering buckling-restrained brace;Miller;Eng Struct,2012
2. Performance assessment of multi-column RC bridge bents seismically retrofitted with buckling-restrained braces;Bazaez;Bull Earthq Eng,2018
3. Hysteretic performance of RC double-column bridge piers with self-centering buckling-restrained braces;Dong;Bull Earthq Eng,2019
4. Toggle buckling-restrained brace systems and a corresponding design method for the seismic retrofit of bridge bents;Shi;Eng Struct,2020
5. Effect of incidence angle on the seismic performance of skewed bridges retrofitted with buckling-restrained braces;Wang;Eng Struct,2020
Cited by 2 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. Earthquake-induced loss assessment of hybrid self-centering piston-based braced frame with friction springs and SMA bars;Engineering Structures;2024-04
2. Seismic performance of RC bridges with double-column medium height bents retrofitted with SCEBs under near-field ground motions;Bulletin of Earthquake Engineering;2024-02-16
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