首页> 外文会议>International Conference on Structural Condition Assessment, Monitoring and Improvement;SCAMI-2 >THE ALIGNMENT MONITORING AND SIMULATED STRUCTURALANALYSIS OF THE FOURTH XIANGJIANG BRIDGE IN XIANGTAN
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THE ALIGNMENT MONITORING AND SIMULATED STRUCTURALANALYSIS OF THE FOURTH XIANGJIANG BRIDGE IN XIANGTAN

机译:湘潭市湘江第四桥的对准监测和模拟结构分析

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摘要

The design and construction of the Fourth Xiangjiang Bridge in Xiangtan, which is the first cable-stayed flying-bird concrete-filled steel tubular arch bridge, are greatly different from other bridges, is greatly different from bridges. The alignment monitoring system is introduced in this paper, considering the feature of the construction of the bridge. Major concerns includes: (1) the erection of the survey control system and the selection of the measuring parameters; (2) analysis on alignment monitoring target under different construction stages; (3) Structural calculation about alignment control and parameter identification, that is simulation analysis with finite element method for the whole construction process.
机译:湘潭市第四座湘江大桥是第一座斜拉式飞鸟混凝土钢管拱桥的设计与施工,与其他桥梁有很大不同,与桥梁也有很大不同。本文结合桥梁的施工特点,介绍了线形监测系统。主要关注的问题包括:(1)安装测量控制系统和选择测量参数; (2)不同施工阶段的线形监测指标分析; (3)关于路线控制和参数识别的结构计算,即整个施工过程的有限元模拟分析。

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