Design and Analysis of Parameter Sensitivity of Prestressed Concrete Continuous Beam Bridge Inconstruction Control

Long Sheng Bao; Tao Song; Ling Yu

doi:10.4028/www.scientific.net/AMM.638-640.1063

Paper Titles

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Analysis of Long-Term Deflection on Large-Span Continuous Rigid Bridge
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A Simplified Concrete Creep and Shrinkage CEB-FIP90 Model in Long-Span Bridge Design
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Design and Analysis of Parameter Sensitivity of Prestressed Concrete Continuous Beam Bridge Inconstruction Control
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Experimental Study on Suppression of Vortex-Induced Vibration of Central-Slotted Box Girder by Aerodynamic Countermeasures
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Identification Method for Moving Loads over Continuous Beam Based on Bending Moment Influence Lines
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Study on Shear Lag Effect of a PC Box Girder Bridge with Corrugated Steel Webs under Self Weight
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 638-640Design and Analysis of Parameter Sensitivity of...

Design and Analysis of Parameter Sensitivity of Prestressed Concrete Continuous Beam Bridge Inconstruction Control

Abstract:

During the construction control in order to better control the elevation, the need for sensitivity analysis of the design parameters, the sensitivity analysis of design parameter adjustment principle, so as to adjust the measured deflection and deflection calculation error of judgment, and for the cross section should be the main design parameters of stress sensitivity. This method can identify accurately fast parameter error during the bridge construction, and ensure the smooth and long construction Liang Qiao. To provide reference for construction control of this kind of bridge deflection.

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Periodical:

Applied Mechanics and Materials (Volumes 638-640)

Pages:

1063-1066

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.638-640.1063

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Online since:

September 2014

Authors:

Long Sheng Bao*, Tao Song, Ling Yu

Keywords:

Construction Monitoring, Continuous Girder Bridge, Midas/Civil, Parameter Error, Sensitivity

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* - Corresponding Author

References

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