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预应力混凝土系杆拱桥整体顶升受力分析
引用本文:徐长节,郭鲁军,林刚,刘耿耿,曹玉泉.预应力混凝土系杆拱桥整体顶升受力分析[J].城市道桥与防洪,2010(4):50-53.
作者姓名:徐长节  郭鲁军  林刚  刘耿耿  曹玉泉
作者单位:浙江大学建筑工程学院,浙江,杭州,310058;杭州市钱江新城管理委员会,浙江,杭州,310016;浙江省港航管理局,浙江,杭州,310011
摘    要:该文以下承式系杆拱桥为例,对其顶升的可行性进行了初步探讨,对顶升时需要考虑和注意的问题进行了分析,以求对以后类似桥梁改造提供有益思路。重点应用有限元软件对各种顶升工况进行了空间有限元分析,得出了应力-误差规律,为施工提供了可靠依据。

关 键 词:系杆拱桥  顶升  有限元  应力  监测

Analysis on Integral Lifting Stress of Prestressed Concrete Bowstring Arched Bridge
Xu Changjie,GuoLujun,Lin Gang,Liu Genggeng,Cao Yuquan.Analysis on Integral Lifting Stress of Prestressed Concrete Bowstring Arched Bridge[J].Urban Roads Bridges & Flood Control,2010(4):50-53.
Authors:Xu Changjie  GuoLujun  Lin Gang  Liu Genggeng  Cao Yuquan
Abstract:Taking the through bowstring arched bridge as an example,the article preliminarily discusses its lifting feasibility,and analyzes the necessary considerations and cautions when lifting in order to provide the benefit thinking for the future reconstruction of the similar bridges.The article carries out the space finite element analysis on various lifting conditions by using the finite element software to achieve the stress-error rule for providing the reliable basis for the construction.
Keywords:bowstring arched bridge  lifting  finite element  stress  monitoring
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