Research on Seismic Resistance Performance of Continuous Prestressed Concrete Girder Bridge at Strong Earthquake Zone

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This study examines the dynamic performance of Yellow River Extra-large Bridge within Baotou to Shulin Ju Expressway, with measured seismic response spectrum and designed earthquake response spectra as well as dynamic time history analysis, to provide a basis for seismic design. This bridge is located at the strong earthquake zone with basic earthquake intensity of VIII degree, which has characteristics such as low pier, long span. Taking the approach spans of this bridge over the South Levee for example, research on dynamic performance of joint three-span (40m +70 m +40 m) girders for continuous prestressed concrete bridge with non-prismatic cross-section was made by using the Midas/Civil2012 finite element program to create a three-dimensional space simulation model, according to the Guidelines for Seismic Design of Highway Bridge (JTG/TB02-01-2008).

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2233-2238

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August 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Z.M. Zhao: Journal of Inner Mongolia University, Vol. 40 (2009) No. 2, p.218.

Google Scholar

[2] P.J. Xu: Seismic response analysis and simplified method of bridge pile foundation in liquefiable ground (Ph.D., Harbin Institute of Technology, China 2011).

Google Scholar

[3] C.H. Wu: Research on seismic response analysis and seismic performance assessment for high-rise building considering soil-structure interaction effect(Ph.D., Beijing Jiaotong University, China 2010).

Google Scholar

[4] Y.F. Gao, Q.H. Pu and X.B. Li: Earthquake Resistant Engineering and Retrofitting, Vol. 31 (2009) No. 2, p.21.

Google Scholar

[5] C.G. Liu: Analysis on seismic response of bridge structure and its seismic resistance performance (China Building Industry Press, China 2009).

Google Scholar

[6] X.Q. Li, Z.G. Sun and D.S. Wang: Journal of Highway and Transportation Research and development, Vol. 29(2012) No. 4, p.67.

Google Scholar

[7] Research on nonlinear seismic response of bridge structures(Friction force at moveable supports, Restrainer, nonlinearity of foundation )(Ph.D., Lanzhou Jiaotong University, China 2009).

Google Scholar

[8] X.F. Wu, Q.G. Sun, J.J. Di and Y.C. Zhou: Northwestern Seismological Journal, Vol. 33(2011) No. 3, p.275.

Google Scholar

[9] Z.Q. Wang and B.B. Yang: Shanxi Science and Technology of Communications, Vol. 202 (2010) No. 1, p.54.

Google Scholar

[10] C.X. Zhang, C.Z. Li ,T.R. Lu and H.Y. Bai: Journal of Highway and Transportation Research and development (Applied Technology), Vol. 45(2008) No. 9, p.8.

Google Scholar