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钢管混凝土拱桥施工过程的应力监测与研究
引用本文:朱才明,刁丽红,纪翠娜. 钢管混凝土拱桥施工过程的应力监测与研究[J]. 城市道桥与防洪, 2005, 0(4): 121-122
作者姓名:朱才明  刁丽红  纪翠娜
作者单位:1. 烟台市城建设计研究院有限公司,山东烟台,264001
2. 烟台城乡建设学校,山东烟台,264001
3. 鲁东大学交通学院,山东烟台,264001
摘    要:介绍大跨径钢管混凝土拱桥的施工监控理论和方法,对烟台市养马岛跨海大桥主桥建立了有限元分析空间模型,采用空间有限元分析系统(MIDAS/Civil)对整个施工阶段进行了分析计算,并通过该桥全过程的施工监测结果,探索大跨径钢管混凝土拱桥的受力特性。结果表明,施工控制所采用的计算模型、监测方法和控制方法是可行的。

关 键 词:钢管混凝土拱桥  施工监控  空间模型  受力特性
文章编号:1009-7716(2005)04-0121-02
收稿时间:2005-05-27
修稿时间:2005-05-27

Monitoring and Study on Stress in Construction Course of Steel Pipe Concrete Arch Bridge
Zhu Caiming,Diao Lihong,Ji Cuina. Monitoring and Study on Stress in Construction Course of Steel Pipe Concrete Arch Bridge[J]. Urban Roads Bridges & Flood Control, 2005, 0(4): 121-122
Authors:Zhu Caiming  Diao Lihong  Ji Cuina
Abstract:The paper introduces the theory and method of construction monitoring control of large-span steel pipe concrete arch bridge. For the main bridge of Yangmadao Bridge across Sea in Yantai City the finite element analysis space model is established. It analyzes and calculates the whole construction period by using space finite element analysis system (MIDAS/Civil). It also approaches to the forced characteristics of large-span steel pipe concrete arch bridge through monitoring the result of the full course of the bridge construction. The result shows that the calculated model, monitoring method and control method used by construction control is feasible.
Keywords:steel pipe concrete arch bridge   construction monitoring   space model   forced characteristics
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