Effect of Pile-Soil Action on Seismic Resistance of Prestressed Continuous Box-Girder Bridge with Changed Sections

Feng Lan Li; Shi Min Zhang; Shi Ming Liu

doi:10.4028/www.scientific.net/AMM.238.743

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 238Effect of Pile-Soil Action on Seismic Resistance...

Effect of Pile-Soil Action on Seismic Resistance of Prestressed Continuous Box-Girder Bridge with Changed Sections

Abstract:

Combined with the design of a bridge with prestressed concrete continuous box-girder, and in accordance with the Chinese guidelines of seismic design for highway bridge, the numerical models with and without considering the pile-soil action were built using Midas Civil software. The response spectrum method was used to analyze the seismic response of the bridge under E1 and E2 seismic actions. The vibration characteristics such as frequency, period and mode as well as the internal forces and displacements of piers are discussed in view of the effect of the pile-soil action.

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Periodical:

Applied Mechanics and Materials (Volume 238)

Pages:

743-747

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.238.743

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Online since:

November 2012

Authors:

Feng Lan Li, Shi Min Zhang, Shi Ming Liu

Keywords:

Pile-Soil Action, Prestressed Continuous Box-Girder Bridge, Response Spectrum, Seismic Resistance

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References

[1] H. Wang, B. Zhang and J. Zhou: Study on safety of seismic resistance of South-to-north Water Transfer Engineering, South-to-north Water Transfer and Water Technology, 5 (2004) 1-3.

Google Scholar

[2] F. Li, S. Zhang and S. Liu: Effect of side-web slope on loading properties of prestressed continuous box-girder bridge with changed sections, Advanced Materials Research, Vols. 446-449 (2012) 1333-1336.

DOI: 10.4028/www.scientific.net/amr.446-449.1333

Google Scholar

[3] L. Fan: Seismic Resistance of Bridge, Tongji University Press, Shanghai, (1997).

Google Scholar

[4] Chinese Code JTG/T B02-01-2008: Guidelines for Seismic Design of Highway Bridges. China Communication Press, Beijing, (2008).

Google Scholar

[5] S. Qiu: Normal Question Explain for Bridge Software MIDAS/Civil, China Communication Press, Beijing, (2009).

Google Scholar

[6] Chinese Code JTG D63-2007: Code for Design of Ground Base and Foundation of Highway Bridges and Culverts, China Communication Press, Beijing, (2007).

Google Scholar