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Huang, J., Wang, S., Liu, C., et al. (2003) The Necessity and Method of Main Girder Deformation Monitoring for Long-Span Continuous Rigid Frame Bridge during Construction. Bridge Construction, No. 1, 48-51.

has been cited by the following article:

• TITLE: Analytical Research on Deformation Monitoring of Large Span Continuous Rigid Frame Bridge during Operation

  AUTHORS: Aicheng Shan

  KEYWORDS: Continuous Rigid Frame Bridge, Deformation Monitoring, Main Pier Vertical Displacement and Deviation, Bridge Deck Alignment, Expansion Joint Deformation

  JOURNAL NAME: Engineering, Vol.7 No.8, August 12, 2015

  ABSTRACT: Based on a large span continuous rigid frame bridge in Chongqing of China, the main pier vertical displacement and deviation, the bridge deck alignment and the expansion joint deformation are analytically researched during operation. Firstly, the monitoring content and method of the large span continuous rigid frame bridge are clearly stated. Secondly, by finite element software Midas Civil, the relevant deformation values of the bridge are calculated. Thirdly, in practice, the relevant deformation values of the bridge are measured. Finally, the measured values in practice are compared with the calculated ones by the finite element software Midas Civil, finding that the former is less than the latter, and it can be concluded that the bridge is basically in the normal working condition. In this paper, the analytical research on the deformation monitoring can provide the basis for similar bridges, which has good practical significance.