Experimental and Numerical Parametric Study of the Mechanical Properties in a Steel–Concrete Joint Section
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40999-022-00753-w.pdf
Reference19 articles.
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2. Yao YD, Yan M, Shi Z, Wang Y, Bao Y (2021) Mechanical behavior of an innovative steel–concrete joint for long-span railway hybrid box girder cable-stayed bridges. Eng Struct 239:112358. https://doi.org/10.1016/j.engstruct.2021.112358
3. Virlogeux M (1994) The Normandie Bridge, France: a new record for cable-stayed bridges. Struct Eng Int 4(4):208–213. https://doi.org/10.2749/101686694780601629
4. Michel V (1999) Recent evolution of cable-stayed bridges. Eng Struct 21(8):737–755. https://doi.org/10.1016/S0141-0296(98)00028-5
5. He J, Liu YQ, Pei BZ (2014) Experimental study of the steel–concrete connection in hybrid cable-stayed bridges. J Perform Constr Facil 28(3):559–570. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000444
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2. Mechanical properties of an innovative steel–concrete joint for high-speed railway long-span hybrid girder cable-stayed bridges;Engineering Structures;2024-02
3. Study on the Force Transmission Mechanism of Steel-Concrete Composite Segments in Irregular Single-Tower Cable-Stayed Bridges;Lecture Notes in Civil Engineering;2024
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