Incremental Launching Construction Analysis of Continuous Skewed Bridge with Uniform Cross Section

Chuan Xi Li; Zhi Xian Luo; Jia Jun Li; Jian Ren Ou

doi:10.4028/www.scientific.net/AMR.368-373.293

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 368-373Incremental Launching Construction Analysis of...

Incremental Launching Construction Analysis of Continuous Skewed Bridge with Uniform Cross Section

Abstract:

The finite element formulation was used to analyze the influences of structural parameters such as the skewed angle and the stiffness ratio of flexure to torsion on the distributions of moment and torsion. The moment and torsion factors figure were presented according to the different structural parameters such as the skewed angle and the stiffness ratio of flexure to torsion. Some equivalent load vectors of non-nodal load acting on the skewed supported beam were derived.

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Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

293-298

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.368-373.293

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Online since:

October 2011

Authors:

Chuan Xi Li, Zhi Xian Luo, Jia Jun Li, Jian Ren Ou

Keywords:

Constructing Analysis, Finite Element, Incremental Launching Method, Skewed Bridge

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References

[1] Bakht B. Analysis of some skew bridges as tight bridges [J]. Journal of Structural Engineering, ASCE, 2003, 9(6): 558-562.

Google Scholar

[2] Xing zhicheng. The calculation method of Single-beam and Simple Strut Oblique Bridge. East China Highway, 1983, 6.(in Chinese).

Google Scholar

[3] Xia Gan, Shao Rongguang. Structral analysis of skew girder [M]. Nanjing: Jiangshu Science and Technology Press, 1995:5-416.(in Chinese).

Google Scholar

[4] YE Jian-shu,HUANG Ping-ming.Calculation model for continuous skew girder and analysis of its loading characteristics [J].China Civil Engineering Journal, 1997, 30(2): 74-80.(in Chinese).

Google Scholar

[5] Yuqiang Xiang, Yujian Hua.Analysis of bridge structures and procedures of the numerical method [M], Beijing:China Communications Press 1993. (in Chinese)

Google Scholar

[6] Changlin Zhang, Oblique continuous rigid and oblique continuous beam bridge displacement method. China Journal of Highway and Transport. 1990(2). (in Chinese)

Google Scholar

[7] Guiyun Xia, Chuanxi Li. Frame structure theory including shear deformation effect and its applications[M]. Beijing:China Communications Press, 2008:59-91.(in Chinese).

Google Scholar