Design and stability analysis of continuous skew
tied-arch bridge over Bin Jiang River

doi:10.1007/s11709-008-0004-z

Front. Struct. Civ. Eng.

2008, Vol. 2

Issue (1) : 37-42 https://doi.org/10.1007/s11709-008-0004-z

Design and stability analysis of continuous skew tied-arch bridge over Bin Jiang River

YU Jiancheng, TONG Hao, HUANG Wei

Transportation College, Southeast University;

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Abstract A tied arch bridge without wind bracing was built over the Bin Jiang River, with oblique angle of 20°. Its main design details are described and mechanical performances are analyzed. The stability analytical types are also introduced and the first elastic stability theory is used. A space finite element model has been built to analyze the stability performances in both construction and operation stages for single span or continuous, orthogonal or oblique bridge. The influence of stiffness of the end crossbeam is also analyzed. The result shows that out-plane buckling occur for a rigid tie and similar no matter whether it is single span or continuous and orthogonal or oblique. When there are more and stronger inner crossbeams, the influence of the end crossbeams on arch stability becomes unremarkable.

Issue Date: 05 March 2008

Cite this article:

TONG Hao,YU Jiancheng,HUANG Wei. Design and stability analysis of continuous skew tied-arch bridge over Bin Jiang River[J]. Front. Struct. Civ. Eng., 2008, 2(1): 37-42.

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https://academic.hep.com.cn/fsce/EN/10.1007/s11709-008-0004-z
https://academic.hep.com.cn/fsce/EN/Y2008/V2/I1/37

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