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The Application of the Finite Element Method for Static Behaviour Analysis of the Asymmetrical One-pylon Suspension Bridge Built-in Bending Cables of Different Rigidity

Author(s):

Medium: journal article
Language(s): English
Published in: Engineering Structures and Technologies, , n. 2, v. 10
Page(s): 78-83
DOI: 10.3846/est.2018.6481
Abstract:

The article presents the results of the numerical analysis of the asymmetrical one-pylon suspension bridge built-in rigid cables. The models for the suspension bridge with the cables of different rigidity are analyzed by comparing vertical displacements, bending moments and strains in the structural members of the bridge. The numerical analysis was performed by examining the bridge under symmetrical and asymmetrical loading and different erection methods. The stress-strain state of a single asymmetrical pylon with the cables of different rigidity and the rational relationship between cable rigidity and girder stiffness has been established.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.3846/est.2018.6481.
  • About this
    data sheet
  • Reference-ID
    10325923
  • Published on:
    21/07/2019
  • Last updated on:
    09/08/2019
 
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