A modified analysis method of mechanical properties of trapezoidal composite box girders
Author:
Funder
Key Science and Technology Foundation of Gansu Province
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s00419-024-02560-2.pdf
Reference21 articles.
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2. Sun, Y., Yaren, X., Lozano-Galant, J.A., Wang, X., Turmo, J.: Analytical observability method for the structural system identification of wide-flange box girder bridges with the effect of shear lag. Autom. Constr. (2021). https://doi.org/10.1016/j.autcon.2021.103879
3. Zhou, R., Ge, Y., Liu, S., Yang, Y., Yanliang, D., Zhang, L.: Nonlinear flutter control of a long-span closed-box girder bridge with vertical stabilizers subjected to various turbulence flows. Thin-Wall. Struct. 149, 106245 (2020). https://doi.org/10.1016/j.tws.2019.106245
4. Gomez, H.C., Fanning, P.J., Feng, M.Q., Lee, S.: Testing and long-term monitoring of a curved concrete box girder bridge. Eng. Struct. 33(10), 2861–2869 (2011). https://doi.org/10.1016/j.engstruct.2011.05.026
5. Li, X., Liang, L., Wang, D.: Vibration and noise characteristics of an elevated box girder paved with different track structures. J. Sound Vib. 425, 21–40 (2018). https://doi.org/10.1016/j.jsv.2018.03.031
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