Design and analysis of parameter sensitivity of prestressed concrete continuous beam bridge inconstruction control

被引:0
|
作者
Bao, Longsheng [1 ]
Song, Tao [1 ]
Yu, Ling [1 ]
机构
[1] Shenyang Jianzhu Univ, Sch Civil Engn, Shenyang 110168, Liaoning, Peoples R China
关键词
Continuous girder bridge; Parameter error; sensitivity; Midas/Civil; construction monitoring;
D O I
10.4028/www.scientific.net/AMM.638-640.1063
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
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.
引用
收藏
页码:1063 / 1066
页数:4
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