The Mechanical Property of High Bridge Pier

Hai Tao Liu

doi:10.4028/www.scientific.net/AMR.639-640.678

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 639-640The Mechanical Property of High Bridge Pier

The Mechanical Property of High Bridge Pier

Abstract:

As for those high piers of bridge that constructed crossing sea and clough, the p-delta effect is evident; Looking upon present situation over the domestic and foreign research, stipulated laws on p-delta effect are various. Research shows that computing upper pier displacement by energy method was simple and versatile for different load case in comparing with other methods, and neglecting p-delta effect often underestimated the disadvantageous state when the pier is high; also, lateral loads like wind and seismic force further aggravate the pier state.

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Periodical:

Advanced Materials Research (Volumes 639-640)

Pages:

678-681

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.639-640.678

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Online since:

January 2013

Authors:

Hai Tao Liu

Keywords:

Energy Method, High Bridge Pier, P-Delta Effect, Seismic Force

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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