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Effect of Temperature on Dynamic System Parameters of a Highway Bridge

Author(s):

Medium: journal article
Language(s): English
Published in: Structural Engineering International, , n. 4, v. 7
Page(s): 266-270
DOI: 10.2749/101686697780494563
Abstract:

For the purpose of damage evaluation, this paper studies the effect of temperature variations on modal parameters recorded at two different times in a prestressed concrete highway bridge. A drop weight and ambient vibration were used to excite the bridge. A finite element model was developed to support and verify the dynamic measurements. The effects of temperature change on the structure's natural frequencies are analyzed and interpreted.

  • About this
    data sheet
  • Reference-ID
    10003743
  • Published on:
    20/09/2002
  • Last updated on:
    28/10/2016
 
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