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摘要:
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.
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篇名 Analytical Research on Deformation Monitoring of Large Span Continuous Rigid Frame Bridge during Operation
来源期刊 工程(英文)(1947-3931) 学科 医学
关键词 Continuous Rigid Frame BRIDGE DEFORMATION Monitoring Main PIER Vertical DISPLACEMENT and Deviation BRIDGE DECK ALIGNMENT Expansion Joint DEFORMATION
年,卷(期) gc-eng_2015,(8) 所属期刊栏目
研究方向 页码范围 477-487
页数 11页 分类号 R73
字数 语种
DOI
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研究主题发展历程
节点文献
Continuous
Rigid
Frame
BRIDGE
DEFORMATION
Monitoring
Main
PIER
Vertical
DISPLACEMENT
and
Deviation
BRIDGE
DECK
ALIGNMENT
Expansion
Joint
DEFORMATION
研究起点
研究来源
研究分支
研究去脉
引文网络交叉学科
相关学者/机构
期刊影响力
工程(英文)(1947-3931)
月刊
1947-3931
武汉市江夏区汤逊湖北路38号光谷总部空间
出版文献量(篇)
367
总下载数(次)
1
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