The Kinetic Performance of High Pier under Seismic Load

Hai Tao Liu

doi:10.4028/www.scientific.net/AMM.204-208.2469

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208The Kinetic Performance of High Pier under Seismic...

The Kinetic Performance of High Pier under Seismic Load

Abstract:

With the rapid development of national transportation, many bridges with higher and higher piers crossing sea and clough are constructed. The p-delta effect of tall piers in bridge is so evident that can not be ignored to assure the absolute safety of bridge. Research shows that, in comparison with other ways, energy analysis was simple and versatile for different load combinations in computing upper pier displacement, and neglecting p-delta effect often underestimated the disadvantageous state when the pier is high.

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Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

2469-2472

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.2469

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Online since:

October 2012

Authors:

Hai Tao Liu

Keywords:

Energy Analysis, High Pier, Kinetic Performance, P-Delta Effect

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References

[1] W.F. Chen. Lian Duan. Bridge Engineering Handbook[M]. CRCpress.(2000)

Google Scholar

[2] M.J.N. Priestley. G.M. Calvi. M.J. Kowalsky. Displacement Based Seismic Design of Structure. IUSS press2007

Google Scholar

[3] Cheng Xiangyun Two problems in design and calculation of high bridge piers. Journal of chongqing jiaotong institute. 2000:19(2):6-10.

Google Scholar

[4] Li Rui Dong Ming Aseismic response analysis of high pier including the effect of geometrical nonliearity. Journal of yunnan polytechnic university. 1999:15(1):61-67.

Google Scholar

[5] Code for seismic design of buildings. (GB50011-2001)（2008 edition）.Beijing：The press of building. 2008.

Google Scholar

[6] Guidelines for seismic design of highway bridges(JTG/TB02-01-2008). Beijing：The press of people's transportation. 2008.

Google Scholar

[7] Lu dagang. Optimum design of maximum design load and performance-based design. Doctor dissertation of haerbing building university, 1999.

Google Scholar