Analysis on Overall Design of the Main Bridge of Dalian South Binhai Avenue

Guo Jun Zhang; Yong Gang Tan; Hong Nan Li

doi:10.4028/www.scientific.net/AMM.137.392

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 137Analysis on Overall Design of the Main Bridge of...

Analysis on Overall Design of the Main Bridge of Dalian South Binhai Avenue

Abstract:

The main bridge of Dalian South Binhai Avenue is a double-decked three-span earth -anchored suspension bridge with a full length of 820m, of which the main span is 460m, and a width of 24.8m. In this paper, the conceptual design of the steel stiffening truss girder, cable tower and anchorage are introduced and the design difficulties and points are analyzed. The anchorage adopts the hollow triangular frame structure, breaking through the physical heavy structure of gravity anchorage; and the design of two wedge-shaped gravel bed foundations improves the anti-slip safety factor of the anchorage. The offshore anchorage program provides a reference for the construction of future similar bridges.

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Periodical:

Applied Mechanics and Materials (Volume 137)

Pages:

392-397

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.137.392

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Online since:

October 2011

Authors:

Guo Jun Zhang, Yong Gang Tan, Hong Nan Li

Keywords:

Double-Decked Bridge, Earth-Anchored Suspension Bridge, Gravity Anchorage, Steel Stiffening Truss Girder

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References

[1] Ma Biao, Yan Aihua, Deng Qinger, Kong Dejun, Jiang Yanjun, Design and Conception of Shanghai Minpu Bridge , Shanghai Construction Science & Technology (2010. 5) 1-4+19.

Google Scholar

[2] Mathur Ravindra, Molina Augusto, The new Tacoma narrows bridge - Suspension system and anchorage, Proceedings of the Structures Congress and Exposition (2005).

DOI: 10.1061/40753(171)23

Google Scholar

[3] Park S.Z., Jeong G.H., Matsui Tamotsu, Hirai Masaya, Suwa Seiji, Deep foundation for offshore structure: The Kwang-An Grand Bridge, Proceedings of the International Offshore and Polar Engineering Conference, vol1 (1999) 639-645.

Google Scholar

[4] Raid Karoumi, Some modeling aspects in the nonlinear finite element analysis of cable supported bridges, Computers and Structures 71(1999)397-412.

DOI: 10.1016/s0045-7949(98)00244-2

Google Scholar

[5] H. Akgun, M. k. Kockar, Design of anchorage and assessment of the stability of openings in silty, sandy limestone: a case study in Turkey, International Journal of Rock Mechanics & Mining Sciences 41 (2004) 37-49.

DOI: 10.1016/s1365-1609(03)00073-x

Google Scholar

[6] Bahbouh L., Yamada H., Katsuchi H., The behavior of Akashi Kaikyo Bridge under multi support seismic excitation for low frequency motions, Earth Quake Resistant Engineering Structures, vol104 (2009) 345-355.

DOI: 10.2495/eres090321

Google Scholar