Design on Dynamic Performance of Highway Bridges to Moving Vehicular Loads

Qing Fei Gao; Zong Lin Wang; Bin Qiang Guo; Hao Ran Bu; Wei Xiong

doi:10.4028/www.scientific.net/KEM.574.43

Paper Titles

Cracking Control for Diaphragm of Long-Span Prestressed Concrete Box Girder Bridge at the Early Age
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Rapid Assessment Method of Girder Bridge Carrying Capacity Based on Traffic Running Test
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Prospect Analysis of the Application of BFRP Bar to Bridges
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Parameter Analysis of Vehicle-Bridge Coupling of Half through CFST Arch Bridge due to Vehicle
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Design on Dynamic Performance of Highway Bridges to Moving Vehicular Loads
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Dynamic and Mitigation Analysis of Seismic Pounding Effect on Multi-Span Highway Bridges Subjected to Spatial Earthquakes
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Modified Damage Assessment and Repair Design for Underpass Bridge Based on Fire Effect
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Reliability Prediction of Bridges Based on Monitored Data and Bayesian Dynamic Models
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Investigation of the Optimal Construction of the One-Cave Tunnel with Double-Arch Section
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HomeKey Engineering MaterialsKey Engineering Materials Vol. 574Design on Dynamic Performance of Highway Bridges...

Design on Dynamic Performance of Highway Bridges to Moving Vehicular Loads

Abstract:

Based on the survey of existing highway bridges, there are a large number of flaws induced by moving vehicles. The most important cause of this phenomenon is the lack of design codes on dynamic performance of highway bridges to moving vehicular loads. The existing theory of vehicle-bridge interaction is reviewed. Then the home-code program VBCVA combined with finite element program ANSYS is introduced to analyze the problem of vehicle-bridge interaction. Also, the existing design indexes of dynamic performance are discussed, such as dynamic impact factor, deflection limit, and acceleration. On the basis of above theory and program, the framework of design on dynamic performance of highway bridges to moving vehicular loads is proposed.

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Periodical:

Key Engineering Materials (Volume 574)

Pages:

43-51

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.574.43

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Online since:

September 2013

Authors:

Qing Fei Gao, Zong Lin Wang, Bin Qiang Guo, Hao Ran Bu, Wei Xiong

Keywords:

Design, Dynamic Performance, Highway Bridge, Moving Vehicular Loads

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References

[1] D.I. McLean, M.L. Marsh, Dynamic Impact Factors for Bridges, National Academy Press, Washington, D.C., 1998.

Google Scholar

[2] J. Kim, J.P. Lynch, J.J. Lee, C.G. Lee, Truck-Based Mobile Wireless Sensor Networks for the Experimental Observation of Vehicle-Bridge Interaction, Smart Mater. Struct., 20 (2011) 01-14.

DOI: 10.1088/0964-1726/20/6/065009

Google Scholar

[3] Y.F. Song, Dynamics of Highway Bridges, People Communication Press, Beijing, 2000.

Google Scholar

[4] J.R. Yang, Study on Locality Vibration of Highway Bridges in Vehicle-Bridge Interaction, Tongji University, Shanghai, 2007.

Google Scholar

[5] N. Zhang, H. Xia, Dynamic Analysis of Coupled Vehicle-Bridge System Based on Inter-System Iteration Method, Comp. & Struct., 114-115 (2013) 26-34.

DOI: 10.1016/j.compstruc.2012.10.007

Google Scholar

[6] J.R. Yang, J.Z. Li, L.C. Fan, Analysis on Vehicle-Bridge Coupling Vibration Based on ANSYS, Comp. Aided Eng. 16 (4) (2007) 23-26.

Google Scholar

[7] Y. Shi, Y.F. Song, H. Sun, X.P. Zhou, Dynamic Analysis Method of Vehicle-Bridge Coupling for Complicated Bridges Based on ANSYS, J. Tianjin U., 43 (6) (2010) 537-543.

Google Scholar

[8] C.H. Wang, Z.L. Wang, Dynamic Analysis on Coupled Vehicle-Bridge System by Modal Synthesis Method, J. Highway & Trans. R. D., 23 (12) (2006) 76-80.

Google Scholar

[9] E. Hwang, A.S. Nowak, Simulation of Dynamic Load for Bridges, J. Struc. Eng., 117 (5) (1991) 1413-1434.

Google Scholar

[10] H.H. Nassif, M. Liu, O. Ertekin, Model Validation for Bridge-Road-Vehicle Dynamic Interaction System, J. Bri. Eng., 8 (2) (2002) 112-120.

DOI: 10.1061/(asce)1084-0702(2003)8:2(112)

Google Scholar

[11] W.H. Walker, R.N. Wright, Criteria for the Deflection of Steel Bridges, Bulletin for the American Iron and Steel Institute, No. 19, 1971.

Google Scholar