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Dynamic analysis of continuous box girder bridge

Author(s):

Medium: journal article
Language(s): English
Published in: IOP Conference Series: Earth and Environmental Science, , n. 1, v. 1169
Page(s): 012002
DOI: 10.1088/1755-1315/1169/1/012002
Abstract:

Bridge is an adjunct structure as a connection between two edge of road that has been separated under several geographical features. The object of research is the continuous box girder bridge. Light Rail Transit loading is implemented on the continuous box girder bridge with 1 and 2 trainsets of LRT as a study case. The structure’s geometry, support, material, and LRT loading are modelled with finite element analysis software. The natural frequencies of continuous box girder bridge in existing condition is greater than the natural frequencies of continuous box girder bridge with 1 and 2 trainset LRT. Furthermore, the natural frequencies of continuous box girder from resulted finite element analysis is 2.567% lower than the dynamics testing.

License:

This creative work has been published under the Creative Commons Attribution 3.0 Unported (CC-BY 3.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met.

  • About this
    data sheet
  • Reference-ID
    10780398
  • Published on:
    12/05/2024
  • Last updated on:
    12/05/2024
 
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