Structural Engineering and Mechanics

  • 제91권4호
  • /
  • Pages.403-416
  • /
  • 2024
  • /
  • 1225-4568(pISSN)
  • /
  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Simplified analysis method for anti-overturning of single-column pier girder bridge

  • Liang Cao (College of Civil Engineering, Hunan University) ;
  • Hailei Zhou (College of Civil Engineering, Hunan University) ;
  • Zhichao Ren (College of Civil Engineering, Hunan University)
  • 투고 : 2024.05.12
  • 심사 : 2024.08.05
  • 발행 : 2024.08.25
⟨ 이전 논문 다음 논문 ⟩

초록

The single-column pier girder bridge, due to its low engineering cost, small footprint, and aesthetic appearance, is extensively employed in urban viaducts and interchange ramps. However, its structural design makes it susceptible to eccentric loads, flexural-torsional coupling effects, and centrifugal forces, among others. To evaluate its anti-overturning performance reasonably, it is crucial to determine the reaction force of the support for the single-column pier girder bridge. However, due to the interaction between vehicle and bridge and the complexity of vibration modes, it poses a significant challenge to analyze the theory or finite element method of single-column pier girder bridges. The unit load bearing reaction coefficient method is proposed in this study to facilitate the static analysis. Numerous parameter analyses have been conducted to account for the dynamic amplification effect. The results of these analyses reveal that the dynamic amplification factor is independent of road surface roughness but is influenced by factors such as the position of the support. Based on parameter analysis, the formula of the dynamic amplification factor is derived by fitting.

키워드

과제정보

The authors are grateful for the financial support provided by the National Natural Science Foundation of China (Grant No. 52278175), and the Fundamental Research Funds for the Central Universities (Grant No. 531118010784).

참고문헌

  1. Altai, S.L., Orton, S.L. and Chen, Z. (2022), "Evolution of post-peak localized strain field of steel under quasi-static uniaxial tension: Analytical study", Struct. Eng. Mech., 83(4), 435-449. https://doi.org/10.12989/sem.2022.83.4.435.
  2. Bayat, E., Bayat, M. and Hafezzadeh, R. (2021), "Numerical performance assessment of Tuned Mass Dampers to mitigate traffic-induced vibrations of a steel box-girder bridge", Struct. Eng. Mech., 78(2), 125-134. https://doi.org/10.12989/sem.2021.78.2.125.
  3. Cao, L., Zhou, H.L., Peng, W.B., Liu, J.P. and Chen, Y.F. (2023), "Analytical analysis on the static support reactions of single-column pier bridges using the grey wolf optimizer", Struct., 55, 2003-2012. https://doi.org/10.1016/j.istruc.2023.07.013.
  4. Dan, D.H., Yu, X.W., Yan, X.F. and Zhang, K.L. (2020), "Monitoring and evaluation of overturning resistance of box girder bridges based on time-varying reliability analysis", J. Perform. Constr. Facil., 34(1), 04019101. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001375.
  5. Ebrahimi, E., Abdollahzadeh, G. and Jahani, E. (2022), "An improvement on fuzzy seismic fragility analysis using gene expression programming", Struct. Eng. Mech., 83(5), 577-591. https://doi.org/10.12989/sem.2022.83.5.577.
  6. Ge, L.F., Dan, D.H., Yan, X.F. and Zhang, K.L. (2020), "Real time monitoring and evaluation of overturning risk of single-column-pier box-girder bridges based on identification of spatial distribution of moving loads", Eng. Struct., 210, 110383. https://doi.org/10.1016/j.engstruct.2020.110383.
  7. Ji, X.L., Zhu, L., Su, R.K.L. and Wang, G.M. (2022), "Lateral overturning process and failure mechanism of curved steel-concrete composite box-girder bridges under specific overloading vehicles", Struct., 35, 638-649. https://doi.org/10.1016/j.istruc.2021.11.039.
  8. John, N.E. and Kamath, K. (2023), "Parametric analysis of hybrid outrigger system under wind and seismic loads", Struct. Eng. Mech., 86(4), 503-518. https://doi.org/10.12989/sem.2023.86.4.503.
  9. Kappos, A.J., Gidaris, I.G. and Gkatzogias, K.I. (2012), "Problems associated with direct displacement-based design of concrete bridges with single-column piers, and some suggested improvements", Bull. Earthq. Eng., 10(4), 1237-1266. https://doi.org/10.1007/s10518-012-9354-y.
  10. Kumar, A. and Pandey, S. (2023), "Assessment of Voigt and LRVE models for thermal shock analysis of thin FGM blade: A neutral surface approach", Struct. Eng. Mech., 85(1), 105-118. https://doi.org/10.12989/sem.2023.85.1.105.
  11. Lagaguine, M. and Sbartai, B. (2023), "Seismic equivalent linear response of a structure by considering soil-structure interaction: Analytical and numerical analysis", Struct. Eng. Mech., 87(2), 173-189. https://doi.org/10.12989/sem.2023.87.2.173.
  12. Lee, K., andrawes, B., Lim, J. and Kang, Y. (2019), "A study on overturning failure of horizontally curved single steel box girders", Eng. Fail. Anal., 97, 20-31. https://doi.org/10.1016/j.engfailanal.2018.12.004.
  13. Li, J.A. and Feng, D.M. (2023), "Fatigue life evaluation of bridge stay cables subject to monitoring traffic and considering road roughness", Eng. Struct., 293, 116572. https://doi.org/10.1016/j.engstruct.2023.116572.
  14. Liu, B., Wang, T., Mao, M.F., Han, W.S., Wang, J.F. and Xu, K. (2024), "Response characteristics of curved girder bridges with single-column piers during the whole overturning process: Experimental and numerical study", Struct., 66, 106848. https://doi.org/10.1016/j.istruc.2024.106848.
  15. Liu, H.Y., Yu, Z.W., Guo, W. and Han, Y. (2021), "A model for investigating vehicle-bridge interaction under high moving speed", Struct. Eng. Mech., 77(5), 627-635. https://doi.org/10.12989/sem.2021.77.5.627.
  16. Peng, W.B., Zhu, Z.X., Li, C.H., Shen, Z.A. and Taciroglu, T. (2024), "Modified method for accurate evaluation of overturning limit on restrainer-reinforced single-column pier bridges", J. Bridge Eng., 29(9), 04024067. https://doi.org/10.1061/JBENF2.BEENG-6661.
  17. Sadan, O.B., Petrini, L. and Calvi, G.M. (2013), "Direct displacement-based seismic assessment procedure for multi-span reinforced concrete bridges with single-column piers", Earthq. Eng. Struct. Dyn., 42(7), 1031-1051. https://doi.org/10.1002/eqe.2257.
  18. Song, G.H., Che, D.L. and Li, M.H. (2018), "Overturning axis selection in curved box-girderbridges with single-column piers", Math. Prob. Eng., 2018(1), 9206138. https://doi.org/10.1155/2018/9206138.
  19. Tan, Y.C., Cao, L. and Li, J. (2022), "Theoretical formulation for vehicle-bridge interaction analysis based on perturbation method", Struct. Eng. Mech., 82(2), 191-204. https://doi.org/10.12989/sem.2022.82.2.191.
  20. Xiong, W., Cai, C.S., Kong, B. and Ye, J.S. (2017), "Overturning-collapse modeling and safety assessment for bridges supported by single-column piers", J. Bridge Eng., 22(11), 04017084. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001133.
  21. Xu, H., Li, Q.Y., Li, D.C., Jiang, H.N., Wang, T. and Gao, Q.F. (2023), "Experimental and numerical investigation of the anti-overturning theory of single-column pier bridges", Sustain., 15(2), 1545. https://doi.org/10.3390/su15021545.
  22. Yang, Y.Q., Mu, Z.G. and Zhu, B.L. (2022), "Study on steel plate shear walls with diagonal stiffeners by cross brace-strip model", Struct. Eng. Mech., 84(1), 113-127. https://doi.org/10.12989/sem.2022.84.1.113.
  23. Zhou, J.Y., Zhou, Z.N., Jin, Z.R., Liu, S.Y. and Lu, Z.L. (2023), "Comparative study of damage modeling techniques for beam-like structures and their application in vehicle-bridge-interaction-based structural health monitoring", J. Vib. Control, 10775463231209357. https://doi.org/10.1177/10775463231209357.
  24. Zhuang, D.L., Xiao, R.C., Jia, L.J. and Sum, B. (2020), "Failure analysis for overall stability against sliding and overturning of a girder bridge", Eng. Fail. Anal., 109, 104271. https://doi.org/10.1016/j.engfailanal.2019.104271.