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大跨径刚构-连续组合梁桥整体受力分析与探讨
引用本文:巩春领,肖汝诚.大跨径刚构-连续组合梁桥整体受力分析与探讨[J].结构工程师,2004,20(5):14-19.
作者姓名:巩春领  肖汝诚
作者单位:同济大学,上海,200092;同济大学,上海,200092
摘    要:本文通过刚构-连续组合梁桥与连续梁桥和连续刚构梁桥的综合对比分析,结合某座大跨径预应力混凝土刚构-连续组合梁桥的模型试验和实桥荷载试验,探讨了大跨径预应力混凝土刚构-连续梁桥的力学特点和使用性能,对于完善大跨径刚构-连续组合梁桥的设计理论、指导工程施工,确保结构安全、设计合理等方面都具有重要的参考价值。

关 键 词:刚构-连续组合梁桥  整体受力分析  预应力混凝土  模型试验  荷载试验

Global Stress Analysis and Discussion of Large-Span Prestressed Concrete Bridge with Rigid Frame- Continuous Girders
GONG Chunling XIAO Rucheng.Global Stress Analysis and Discussion of Large-Span Prestressed Concrete Bridge with Rigid Frame- Continuous Girders[J].Structural Engineers,2004,20(5):14-19.
Authors:GONG Chunling XIAO Rucheng
Abstract:On the base of test of plexiglass model and the loading test of a large-span prestressed concrete bridge with rigid frame-continuous structure, differences between the bridge with rigid frame-continuous girders and continuous bridge and continuous rigid frame bridge are compared and analysed. The force characteristics and structural behaior of large-span prestressed concrete bridges with rigid frame-continuous structure are studied. It offers an important reference to the perfection for design theory and construction technology of large-span prestressed concrete bridge with rigid frame - continuous girders.
Keywords:rigid frame-continuous bridge  global stress analysis  prestressed concrete  model test  loading test
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