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Analytical Research on Deformation Monitoring of Large Span Continuous Rigid Frame Bridge during Operation 被引量:3
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作者 Aicheng Shan 《Engineering(科研)》 2015年第8期477-487,共11页
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 d... 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. 展开更多
关键词 Continuous RIGID Frame BRIDGE DEFORMATION Monitoring main pier vertical displacement and deviation BRIDGE DECK Alignment Expansion Joint DEFORMATION
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