Paper Title:
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.

  Info
Periodical
Advanced Materials Research (Volumes 368-373)
Chapter
Chapter 1: High Strength High Performance Materials and New Structural System
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, Z. X. Luo, J. J. Li, J. R. Ou, "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
$32.00
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