Study on New Anti-drop-beam Device of High-speed Railway Bridge in High Intensity Seismic Region
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-022-0234-y.pdf
Reference38 articles.
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3. Chen F, Gu XY, Shan DS, Dong J, Li Q (2018) Seismic fragility analysis of irregular continuous rigid frame girder bridge. Cogent Engineering 5(1):1–18, DOI: https://doi.org/10.1080/23311916.2018.1545741
4. Choi E, Lee DH, Choei NY (2009) Shape memory alloy bending bars as seismic restrainers for bridges in seismic areas. International Journal of Steel Structures 9(4):261–273, DOI: https://doi.org/10.1007/BF03249500
5. Choi E, Park J, Yoon SJ, Choi DH, Park C (2010) Comparison of seismic performance of three restrainers for multiple-span bridges using fragility analysis. Nonlinear Dynamics 61:83–99, DOI: https://doi.org/10.1007/s11071-009-9633-6
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1. Shaking table test of a high-speed railway bridge with combined seismic isolation systems in a nine-degree seismic region;Structures;2024-05
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