Abstract
Accurate finite element model of wide steel box-girder bridge is very important for evaluation of structural dynamic performance and structural design. In this paper, a sophisticated finite element model is presented for the wide steel box-girder bridge, modal tests in various stages of construction are carried out based on the field ambient vibration, stochastic subspace identification and peak picking of the average normalized power spectral densities are used to identify the bridge’s dynamic characteristics. Numerical simulation compared with the test result shows that the FEM established in this paper is quite accurate.
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Zhang, Q., Shi, J.J., Hu, Z.D. (2003). Coupled interaction analysis on vehicle-bridge system. Chinese Quarterly of Mechanics, 24(4): 577–584.
Han, W.S., Wang, T., Li, Y.Q., et al. (2011). Analysis System of vehicle-bridge coupling vibration with grillage method based on model updating. China Journal of Highway and Transport, 24(5): 47–55.
Wu, Y.P., Liu, S.Z., Zhu, Y.L., et al. (2003). Matrix analysis of shear lag and shear deformation in thin-walled box beam. Journal of Engineering Mechanics, 129(8): 944–950.
Guo, T.J. (2009). Wide steel box girder pushing construction technology. Railway Standard Design, 5(26): 56–58.
Chen, X.L. (2013). Research on intensity of steel box girder under combined bending and torsion. Changsha: Hunan University.
Cui, J.G. (2014). Analysis on the vehicle-bridge coupled vibration of the wide box girder detailed bridge model. Chongqing: Chongqing Jiaotong University.
Liu, H.X. (2011). Analysis of vehicle-bridge coupling vibration of wide continuous box-girder bridge. Xi’an: Chang’an University.
Reissner, E. (1946). Analysis of shear lag in box beams by the principle of minimum potential energy. Quarterly of Applied Mathematics, 5(3): 268–278.
Ministry of Transport of the People’s Republic of China. JTG D63-2007. (2007). Code for Design of Ground Base and Foundation of Highway Bridges and Culverts. Beijing: China Communications Press.
Zhan, J.W., Xia, H., Li, Z.X., et al. (2013). A method for dynamic characteristic analysis of roadway bridge piers considering soil friction effects. China Civil Engineering Journal, 46(10): 74–80.
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© 2018 Springer Nature Singapore Pte. Ltd. and Zhejiang University Press
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Xiao, B., Xie, W., Liu, H., Cao, X. (2018). Establishment of Finite Element Model for Wide Steel Box-Girder Bridge by Modal Test. In: Bian, X., Chen, Y., Ye, X. (eds) Environmental Vibrations and Transportation Geodynamics. ISEV 2016. Springer, Singapore. https://doi.org/10.1007/978-981-10-4508-0_7
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DOI: https://doi.org/10.1007/978-981-10-4508-0_7
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