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

Abstract:

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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.

Info:

Periodical:

Advanced Materials Research (Volumes 368-373)

Edited by:

Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren

Pages:

293-298

DOI:

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

Citation:

C. X. Li et al., "Incremental Launching Construction Analysis of Continuous Skewed Bridge with Uniform Cross Section", Advanced Materials Research, Vols. 368-373, pp. 293-298, 2012

Online since:

October 2011

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Price:

$35.00

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