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不等边跨连续梁桥受力分析
引用本文:贾锋.不等边跨连续梁桥受力分析[J].科学之友,2011(1).
作者姓名:贾锋
作者单位:山西省交通规划勘察设计院;
摘    要:文章以山西平定至阳曲高速公路上目前在建的招山河大桥(33+48+38m一联)连续梁桥设计为例,采用平面杆系的计算方法,从桥梁施工流程划分结构计算阶段,对结构构件进行承载能力、抗裂、挠度和应力验算。

关 键 词:不等边跨  连续梁桥  受力分析  

The Stress Analysis of Continuous Beam Bridge with Unsymmetrical Span
Jia Feng.The Stress Analysis of Continuous Beam Bridge with Unsymmetrical Span[J].Friend of Science Amateurs,2011(1).
Authors:Jia Feng
Abstract:Based on the design of Zhaoshanhe Bridge,a continuous beam bridge in Pingding-Yangqu Freeway under construction in Shanxi Province,the paper analyses the bearing capacity,anti-fracture,deflection and stress of structure members in structure computing stage according to the bridge construction process with method of plane link system,which provide reference for similar works.
Keywords:unsymmetrical span  continuous beam bridge  stress analysis  
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