Paper Title:
Brief Analysis of Temperature Effect on the Low Pier Continuous Rigid-Frame Bridge
  Abstract

This paper was based on a bridge project in Chongqing. Finite element software was applied to analyzed the influence of the annual temperature on the pier of continuous rigid-frame bridge with the height parameter change of the pier by analyzing the computing results, this paper summarized the temperature effect on low pier of continuous rigid-frame bridge. It was concluded that the height of the pier was the major factor of the temperature effect on the pier internal forces of the rigid-frame bridge. The lower the pier was, the more obvious the effect of temperature, to some extent, the temperature effect on the pier even exceeded the self-weight effect.

  Info
Periodical
Advanced Materials Research (Volumes 255-260)
Edited by
Jingying Zhao
Pages
911-915
DOI
10.4028/www.scientific.net/AMR.255-260.911
Citation
H. J. Wu, H. Zhang, P. Lu, "Brief Analysis of Temperature Effect on the Low Pier Continuous Rigid-Frame Bridge", Advanced Materials Research, Vols. 255-260, pp. 911-915, 2011
Online since
May 2011
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Price
$32.00
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