Quantification of multi-level residual drift ratios of RC bridge piers based on traffic flow capacity and its application in seismic failure assessment of RC bridge piers with EDBs
Author:
Funder
National Natural Science Foundation of China
Beijing Municipal Education Commission
National Key R&D Program of China
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s10518-024-01996-9.pdf
Reference50 articles.
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3. ATC, and NEHRP (Federal Emergency Management Agency) (2012) Seismic performance assessment of buildings. Washington, D.C.
4. Bazaez R, Dusicka P (2016) Cyclic behavior of reinforced concrete bridge bent retrofitted with buckling restrained braces. Eng Struct 119:34–48. https://doi.org/10.1016/j.engstruct.2016.04.010
5. Billah A, Alam MS, Bhuiyan M (2013) Fragility analysis of retrofitted multicolumn bridge bent subjected to near-fault and far-field ground motion. J Bridge Eng 18(10):992–1004. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000452
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